Boggy Creek Improvement District
12051 Cmporate Boulevard Orlando, FL 32817; 407-382-3256
ww1v.boggycreekid.org

The following is the proposed agenda for the upcoming Meeting of the Board of Supervisors for the Boggy Creek Improvement District ("District"), scheduled to be held at 3:30 p.m. on Tuesday, February 20, 2018 at 6900 Tavistock Lakes Blvd, Suite 200, Orlando, FL 32827. A quorum will be confirmed prior to the start of the meeting.

For those unable to attend in person, you may paiticipate by telephone: Phone: 1-877-864-6450	Participant Code: 933751

BOARD OF SUPERVISORS' MEETING AGENDA

Organizational Matters
Roll Call to Confirm a Quorum
Public Comment Period
Consideration of the Minutes of the January 16, 2018 Board of Supervisors' Meeting
Consideration of the Minutes of the January 24, 2018 Board of Supervisors' Continued Meeting

Business Matters
Consideration of Release and Termination of Temporary Construction and Access Easement Agreement for Nemours Parkway West and Lift Station No.10
Consideration of Temporary Construction and Access Easement Agreement for Nemours Parkway West and Lift Station No. 10
Consideration of Temporary Access License Agreement
Consideration of Conveyance of Medical City Drive Extension
Closing Statement and Schedule of Disbursements
Special Warranty Deed
Grant	of   Non-Exclusive	Utility	Landscape	and	Multi-Use	Easement Agreement
Consideration of Landscape Improvements Proposal
Consideration of Requisition No. 357
Ratification of Requisition Nos. 353 - 360 Approved in January 2018 in an amount totaling $94,284.96
Ratification of Operation and Maintenance Expenditures Paid in January 2018 in an
amount totaling $52,662 .72
Recommendation of Work Authorizations/ProposedServices (if applicable)
Review of District's Financial Position and Budget to Actual YTD

Other Business
Staff Repo1ts
District Counsel
District Manager
District Engineer

Construction Supervisor
Audience Comments, Supervisor Requests

Adjournment

BOGGY CREEK IMPROVEMENT DISTRICT

Minutes of the January 16, 2018 Board of Supervisors' Meeting

BOGGY CREEK IMPROVEMENT DISTRICT BOARD OF SUPERVISORS' MEETING MINUTES

FIRST ORDER OF BUSINESS

The Board of Supervisors' Meeting for the Boggy Creek Improvement District was called to order on Tuesday, January 16, 2018 3:30 p.m. at 6900 Tavistock Lakes Blvd., Suite 200, Orlando, Florida 32827. Members listed below constituted a quorum.

Richard Levey Damon Ventura Thad Czapka

Chairman Vice Chair
Assistant Secretary

Also, attending:

Hank Fishkind Jennifer Walden Tucker Mackie Larry Kaufmann JeffNewton Stephen Flint Scott Gasaway

Fishkind & Associates, Inc. Fishkind & Associates, Inc. Hopping Green & Sams Constrnction Supervisor District Engineer
Tavistock Development
Tavistock Development (joined at 3:31 p.m.)

SECOND ORDER OF BUSINESS	Public Comment Period

Mr. Levey called for any public comments on any agenda items. There were no public comments.

THIRD ORDER OF BUSINESS		Consideration	of Resignation of Skipper Peek and Naming a Replacement Supervisor

Ms. Walden stated that Mr. Peek provided his resignation which is behind Tab 1 in the agenda package and noted that it was previously discussed that Mr. Gasaway would be taking that position. Mr. Gasaway joined the meeting in progress. Mr. Levey asked Mr. Gasaway if he was interested and willing to serve on the Board and he said yes. Mr. Levey requested a motion to accept the resignation of Mr. Peek.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District accepted the Resignation of Mr. Skipper Peele

Mr. Levey requested a motion to appoint Mr. Gasaway to take that vacant seat.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District appointed Mr. Scott Gasaway to fill vacant Seat 3.

Ms. Walden administered the Oath of Office to Mr. Gasaway. Ms. Walden stated that she has a new Board Member packet that she will give him after the Board Meeting which includes some documents that will need to be filled out.

FOURTH ORDER OF BUSINESS		Consideration of Minutes of the December 18, 2017 Board of Supervisors' Meeting

Board Members reviewed the minutes from the December 18, 2017 Board of Supervisors' Meeting.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District approved the Minutes of the December 18, 2017 Board of Supervisors' Meeting, as presented.

FIFTH ORDER OF BUSINESS		Consideration of Resolution 2018-02, Election of Officers

Ms. Walden recommended naming Mr. Gasaway as Assistant Secretary and Ms. Burns as Secretary and keeping the remaining officers the same.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District approved Resolution 2018-02, Election of Officers with Mr. Richard Levey as Chair, Mr. Damon Ventma as Vice Chair, Ms. Jill Bums as Secretary, Ms. Jennifer Walden, Mr. Thad Czapka and Mr. Scott Gasaway as Assistant Secretaries, Dr. Hank Fishkind as Treasurer and Ms. Jill Bums as Assistant Treasurer.

SIXTH ORDER OF BUSINESS		Consideration of Amended and Restated Personnel Leasing Agreement with Tavistock Development Management, LLC

Ms. Mackie explained that this is a carryover item from the last Board meeting where the wrong entity was named and Mr. Flint and Mr. Gasaway were named as Ms. Ragusa's replacement for the manager of maintenance. Ms. Mackie prepared a new agreement as opposed to an amendment. She stated that she also looked at the Construction Supervisor Agreement to see if any changes needed to be made to that document as well but given that it was just a name change from Lake Nona Management to Tavistock Management there is no need to do a new agreement if there were not any other substantive changes to that agreement. Ms. Mackie requested a motion to approve the Personnel Leasing Agreement with Tavistock Development Management, LLC. Mr. Levey added that both Mr. Flint and Mr. Gasaway will be considered administrators for this. Mr. Ventura asked if Mr. Gasaway can be an administrator on this as well as a Board Member. Ms. Mackie replied that it is acceptable.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District approved the Personnel Leasing Agreement with Tavistock Development Management, LLC.

SEVENTH ORDER OF BUSINESS		Consideration of Amended and Restated Engineer's Report for Capital Improvements

Dr. Fishkind stated that the report is in very good shape but that it is not ready to be adopted at this time. This item will be tabled until the next meeting.

EIGHTH ORDER OF BUSINESS		Consideration of Nemours Parkway West & Lift Station No. 10 Hold Harmless Agreement & Requisition

Ms. Mackie explained that typically when the District goes to construct roadway improvements, the right-of-way has previously been platted but it is not the case with Nemow-s Parkway although she thinks that it is imminent. She noted that the District may obtain a pennit prior to platting having been effectuated in which case the City requires of all Landowners a hold harmless agreement. Ms. Mackie said that the District does not have a choice but to approve this hold hannless agreement. She noted that it will be platted soon and with the District's limitation on liability it is securing that event. Mr. Newton added that the letter is formatted for ve1iical construction but since the City issues building permits for horizonal construction too they use the same form. Mr. Gasaway asked about the anticipated bond amount. Ms. Mackie answered that because this project value exceeds $1,000,000.00 the District was asked to provide a $10,000.00 Bond. Mr. Levey asked if the bond is to secw-e the platting of the right-of-way then it should be refundable upon platting. Ms. Mackie and Mr. Kaufmann replied that is correct.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District approved Nemow-s Parkway West & Lift Station No. 10 Hold Hrumless Agreement & Requisition.

NINTH ORDER OF BUSINESS		Ratification of Requisition Nos. 341 - 352 Approved in December 2017 in an amount totaling $311,986.24

Board Members reviewed Requisition Nos. 341- 352 approved in December 2017 in an amount totaling $311,986.24.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District ratified payment of Requisition Nos. 341- 352 approved in December 2017 in an amount totaling $311,986.24.

TENTH ORDER OF BUSINESS	Ratification	of	Operation

and Expenditures

Maintenance Paid	in

December	2017	in	the amount of$72,897.61

Board Members reviewed the Operation & Maintenance expenditures paid in December 2017 in the amount of $72,897.61.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District ratified the Operation and Maintenance expenditures paid in December 2017 in the amount of $72,897.61.

ELEVENTH ORDER OF BUSINESS		Recommendation of Work Authorizations/Proposed Services
Mr. Kaufmann noted that behind Tab 9 are two Work Authorizations. The first is from AECOM for landscape and irrigation design of Medical City Drive. He stated that the Board approved the project as a CDD project at a previous Board meeting and is in the amount of $17,175.00. Mr. Levey asked if the new design standards would be shared with AECOM prior to their initiating this project. Mr. Kaufmann said that it will be covered at the Construction Committee meeting on Thursday.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District approved the Work Authorization from AECOM for landscape and irrigation design of Medical City Drive extension in the amount of $17,175.00.

Mr. Kaufmann explained the second Work Authorization from is from Migre Engineers, LLC for the electrical design of Lift Station #10 which is a portion ofNemours Parkway West & Lift Station No. 10 project in the amount of$4,000.00.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District approved the Work Authorization from Migre Engineers, LLC for electrical design of Lift Station #10 in the amount of$4,000.00.

TWELFTH ORDER OF BUSINESS		Review of District's Financial Position and Budget to Actual YTD

Board Members reviewed the Statement of Financial Position and Budget to Actual through today's date. Dr. Fishkind noted that the District is running under budget at this point in the fiscal year. No action was required by the Board.

THIRTEENTH ORDER OF BUSINESS	Staff Reports

District Counsel - District Manager -

No Report

Dr. Fishkind stated that Mr. MacLaren resigned from Fishkind & Associates and so Dr. Fishkind will be working on this District with Ms. Walden and other District staff. Ms. Walden mentioned that on Resolution 2018-02 she forgot that Ms. Issacs was never added to the list and should be included as an Assistant Secretary.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District approved including Ms. Heather Issacs as Assistant Secretary to Resolution 2018-02, Election of Officers.

District Engineer -	Mr. Newton distributed the Construction Status Memorandum
(Minutes Exhibit A). Mr. Newton noted that a notice of award was issued to Jon M. Hall Company for Nemours Parkway & Lift Station #10. He brought the contract documents to have the Chair execute those so once the permits are issued and the change order is received from John M. Hall then the District will issue a notice to proceed. Mr. Newton stated that he received bids for the intersection improvements and signalization of Lake Nona Boulevard at Tavistock Lakes Boulevard and Veterans Way and has recommendations on both of the road improvements and on the signalization improvements for the Board to consider which Mr. Kaufmann will discuss.

Construction Supervisor -	Mr. Kaufmann explained  that the District  received  bids yesterday
for construction  of the dual left tum lanes into Veterans  Way  and

the signal modifications at the intersection to accommodate those dual left lanes. The requested bids were not put out as an advertisement for the public because it was not required and for the scope of the work it did not seem appropriate to bid it out that way. Mr. Kaufmann passed out a bid summary sheet (Minutes Exhibit B) and noted that Jon M. Hall was the low bidder for the dual turn lane in the amount of$132,054.00. Mr. Kaufmann added that this project will require the demo of the median and paving and drainage of that portion. Mr. Ventura asked why there was such a large discrepancy with the Jr. Davis number. Mr. Kaufmann stated that a major portion of this work is the MOT to keep traffic off the median while they do this work. Since Jon M. Hall is already here as the Contractor for the Loop Road and they already have their MOT set up that portion of the work should be considerably less than the other bidders and that is what the bid numbers show. Mr. Gasaway proposed that the District have a continuation on this until the Board has the scope sheets that identify all of the backups so the Board knows that it is buying a complete package before they commit to making an investment.

Mr. Newton presented a form of advertisement for Medical City Drive Phase 2 (Minutes Exhibit C). He believes that the plans will be ready to bid prior to the next scheduled Board Meeting. He distributed the form of the advertisement to the Board Members. Mr. Kaufmann asked Ms. Walden to get Mr. Gasaway a list of approved Contractors for this Board.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District authorized District Staff to place the Invitation to Bid for Lake Nona South Medical City Drive Phase 2.

Mr. Gasaway asked about the level of detail of the documents that the District is sending out to bid and when the District anticipates getting the bids back. Mr. Kaufmann said that the level of detail is a complete set of constmction plans and once the District receives sufficient infmmation from the City saying that they are going to approve the permit based on those construction plans. Mr. Kaufmann noted that once the advertisement is placed then the

contractors have 30 days to submit their bids but it can be extended by the Board. Mr. Newton mentioned that the plans were submitted to the City of Orlando before Christmas and he has received comments and are in the midst of responding to them. Once he responds to the comments it will be in good shape and probably be ready to bid. He noted that the landscape architect was just authorized today and their schedule is about 4 weeks. The District will probably advertise this in early to mid-February.

FOURTEENTH ORDER OF BUSINESS	Supervisor and Audience Comments & Adjournment

Mr. Levey stated he had an item that he wanted to discuss. He noted that for him it is better to segregate emails and conespondence to the District email address and noted that he would prefer receiving it separate from getting it at another business email address like Tavistock. Ms. Walden noted she would update his email preference moving forward. Mr. Ventura added that he would like to do the same. There was no other business to discuss.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the January 16, 2018 Meeting of the Board of Supervisors for the Boggy Creek Improvement District was continued to Wednesday, January 24, 2018 at 2:00 p.m. at 6900 Tavistock Lakes Blvd, Suite 200, Orlando, FL
32827.

Secretary/Assistant Secretary	ChairNice Chair

I	MEMORANDUM

0<,H1i3t-r	A

DONALD w. MCINTOSH
Assoc1Ares, INc.

DATE: TO:

FROM:

RE:

January 16, 20 I 7

Boggy Creek Improvement District Board of Supervisors

Donald W. McIntosh Associates, Inc. District Engineer

Construction Contract Status

Dear Board Members,

Please accept this correspondence as a current summary of our construction contract status. Listed below by project is a brief summary of recent contract activity.

CIVIL ENGINEERS

LAND PLANNERS

SURVEYORS

Lake Nona Nemours Parkway West and Lift Station No. 10	Jon M. Hall Company

Construction Status: The Notice of Award was issued on January 5, 2018. The contract documents are in process.

Change Order (C.O.) Status: None at this time.

Recommended Motion: None at this time.

Lake Nona Boulevard Traffic Signal Modifications at Tavistock Lakes Boulevard and Veterans Way. Roadway

Construction Status:	Three  bids  were  received  on  January 15, 2018.	Staff is currently reviewing same.

Change Order (C.O.) Status: None at this time.

Recommended Motion: Recommend award of contract after review of same with a not to exceed amount of$170,000.00.

2200 Park Ave. North

Winter Park, FL

32789-2355

Fax407-644-8318

407-644-4068

http://www.dwma.com

Lake Nona Boulevard Traffic Signal Modifications at Tavistock Lakes Boulevard and Veterans Way• Signal
Construction  Status:	Two  bids  were  received  on  January  15,  2018.	Staff is cunently reviewing same.

Change Order (C.O.) Status: None at this time.

Recommended Motion: Recommend award of contract after review of same with a not to exceed amount of $45,000.00.

\\dmadatas\dwm ad a!a\Proj2003\23218\ENGadmi n\C\ec14 I 9.docx

I

Memorandum

Re:		Boggy Creek Improvement District Construction Contract Status
January 16, 2018 Page2

Lake Nona South Medical City Drive Phase 2

Project Status:	SFWMD  Permit  issued  January 8, 2018.	Plans under review at City of Orlando.

Recommended  Motion:	Approve and authorize the form for Invitation to Bid to be advertised in the newspaper.

Should there be any questions, please advise. Thank you.
End of memorandum.

c:		Mr. Larry Kaufmann Ms. Patrice Ragusa Jason Good, P.E. James C. Nugent, P.E.

DONALD W. MclNTDSH Associates, Inc.
2200 PARK AVENUE NORTH, WINTER PARK, FLORIDA 32789-2355 • {407) 644--4068 • FAX {407) 644-8318
\\dmadatasldwmadata\Proj2003\232 ! 8\ENGadmin\C\ec1419.docx

Kl
BID  SUMMARY SHEET
CD	BOGGY CREEK IMPROVEMENT DISTRICT
LAKE NONA BOULEVARD SIGNAL MODIFICATIONS
January 15, 2018

	
JON M. HALL COMPANY	
JMHC, INC.	
JR. DAVIS CONSTRUCTION COMPANY	
TAVISTOCK LAKES BOULEVARD	$13,974.84	$11,235.00	$34,500.00	
VETERANS WAY	$118,079.16	$157,658.00	$304,928.60	
TOTAL	$132,054.00	$168,893.00	$339,428.60	

F:\Proj2003\23218\ENGadmin\?rod\ep1415 LN Blvd. Signal Mod - Bid Tabulation

tx.,11e1, C

INVITATION TO BID

Boggy Creek Improvement District
Lake Nona Sou th Medical City Drive Phase 2 City of Orlando, Florida

Notice is hereby given that sealed Bid Proposals from previously pre-qualified bidders will be received until 11 :00

a.m. on the  	

day of  	

2018, by the Boggy Creek Improvement District, c/o District Engineer,

John M. Florio, P.E., Donald W. McIntosh Associates, Inc., 2200  Park Avenue North,  Winter Park, FL 32789,  for the Lake Nona South Medical City Drive Phase 2 project in the Lake Nona development in the City of Orlando, Florida. Bids will be publicly opened at the address listed above after the 11:00 a.m. deadline.
Scope of Work: The proposed project involves paving, grading, drainage, utility and landscape/irrigation for approximately 500 linear feet of divided two-lane roadway.
ONLY PREVIOUSLY PRE-QUALIFIED BIDDERS WILL BE ALLOWED TO SUBMIT A BID
PROPOSAL ON THIS PROJECT. In the event that a change in the status of a pre-qualified bidder has occurred, including a change of ownership or any other change which materially affects an element the District considered when initially qualifying contractors, the pre-qualified bidder must provide written notice of such change to the District within its Bid Proposal.
The District has the right to reject any and all proposals, make modifications to the work, and waive any minor informalities and irregularities in proposals as they deem appropriate, if they determine in their discretion that it is in the best interest of the District to do so. Each proposal shall be accompanied by a Bid Bond in an amount not less than 5% of the total bid to be retained as liquidated damages in the event the Successful Bidder fails to execute the Agreement and file the required bonds and insurance within fourteen (14) calendar days after the receipt  of the Notice of Award. A Performance and Payment Bond will also be required.
Any previously pre-qualified bidder who wishes to protest the scope of work and selection criteria shall file with the District a written notice of protest within seventy-two (72) hours after receipt of the proposed project plans and specifications or other contract documents, and shall file a formal written protest with the District within seven (7) calendar days after the date of timely filing the initial notice of protest. Filing will be perfected and deemed to have occurred upon receipt by the District Manager, Fishkind & Associates, 12051 Corporate Boulevard, Orlando, FL 32817. Failure to timely file a notice of protest or failure to timely file a formal written protest shall constitute a waiver of any right to object to or protest the contents of the Engineer's Bidding Documents. The formal written protest shall state with particularity the facts and law upon which the protest is based.
Copies of the Engineer's Bidding Documents may be obtained by pre-qualified General Contractors from Donald
W. McIntosh Associates, Inc., 2200 Park Avenue North,  Winter  Park, FL 32789  (Phone 407-644-4068)  for the sum of $100.00 per set. Each set will contain the Contract Documents and Construction Plans. Make checks payable to Donald W. McIntosh Associates, Inc. If after purchasing Bidding Documents the Contractor chooses not to bid the Project, the Contractor may within seven (7) days, return the plans for a refund. To receive a refund the returned plans and contract documents must be in good condition and free from notations or written mark-ups.
Any  and all questions  relative to this project shall  be directed in writing only  to Jeffrey J. Newton, P.E., of Donald
W.  McIntosh  Associates,  Inc. at 2200  Park  Avenue  Nm1h,  Winter  Park,  FL  32789  not later than  5:00  p.m.  on
 	       , 2018.

BOGGY CREEK IMPROVEMENT DISTRICT
------- , District Manager
Run Date:   	

F:\Proj2003\23218\ENGadmin\prod\epl423 Med City Dr Ph 2 - Ad.docx

BOGGY CREEK IMPROVEMENT DISTRICT

Minutes of the January 24, 2018 Board of Supervisors' Continued Meeting

BOGGY CREEK IMPROVEMENT DISTRICT CONTINUED BOARD OF SUPERVISORS' MEETING MINUTES

FIRST ORDER OF BUSINESS

The Continued Board of Supervisors' Meeting for the Boggy Creek Improvement District was called to order on Wednesday, January 24, 2018 2:00 p.m. at 6900 Tavistock Lakes Blvd., Suite 200, Orlando, Florida 32827. Members listed below constituted a quorum.

Richard Levey Damon Ventura Thad Czapka

Chairman Vice Chair
Assistant Secretary

Also, attending:

Jill Bums
Larry Kaufmann Jeff Newton Jennifer Walden Tucker Mackie

Fishkind & Associates, Inc Construction Supervisor District Engineer
Fishkind & Associates, Inc. Hopping Green & Sams

(via phone) (via phone)

SECOND ORDER OF BUSINESS	Public Comment Period

Mr. Levey called for any public comments on any agenda items. There were no public comments.

THIRD ORDER OF BUSINESS		Consideration of Award of Lake Nona Boulevard Traffic Signal Modifications Project - Roadway
Construction Committee Recommendation

Mr. Kaufmann explained that these are the modifications at the intersection of Veterans Way and Lake Nona Boulevard and the project is broken up into two bids that were requested. The first is for  the  turn lane and  the low bidder  for this project  is  Jon M. Hall Company  in the amount of
$132,054.00. Mr. Kaufmann added that the Construction Committee recommends moving forward with Jon M. Hall Company for this project. Mr. Kaufmann mentioned that in addition to this there

1

is some landscaping that has to be replaced when the median is reduced which will be brought before the Board for the additional cost for landscaping. Mr. Newton clarified that this is for two intersections, the second is Tavistock Lakes and Lake Nona Boulevard. Mr. Levey requested a motion to award Lake Nona Boulevard Traffic Signal Modifications Project- Roadway to Jon M. Hall Company.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District accepted the Constrnction Committee's Recommendation to Award the Lake Nona Boulevard Signal Modifications Project - Roadway to Jon M. Hall Company in the amount of$132,054.00.

FOURTH ORDER OF BUSINESS	Consideration of Award of Lake Nona Boulevard Traffic Signal Modifications Project - Signal
a) Construction Committee Recommendation

Mr. Kaufmann explained that two bids were received for this project which is for modifications to the existing signal at Veterans Way and Lake Nona Boulevard and some modifications to the signal at Tavistock Lake Boulevard. The two bids received were from Traffic Engineering & Management and Traffic Control Devices. Mr. Kaufmann noted that the Construction Committee recommends that the District use Traffic Control Devices for this project since they were the company that originally installed the traffic signals and all the control equipment. They are not the lowest bid and there is a difference of about $5,000.00. Mr. Levey asked if there were mies that the District must receive two bids. Mr. Kaufinann answered that there are no rules that the District must receive two bids for this pat1icular level of work. Mr. Newton added that the District has three pre-qualified signal contractors and the request was sent to all three. Mr. Levey asked Ms. Mackie if the Board is in good standing based on the Construction Committee's recommendation to go with the higher cost fom. Ms. Mackie stated that since public procurement was not required in the instant case, there is nothing to prevent the Board from adopting the Construction Committee's recommendation given the other circumstances that Mr. Kaufmann mentioned.

2

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District accepted the Construction Committee's Recommendation to Award the Lake Nona Boulevard Signal Modifications Project - Signal to Traffic Control Devices in the amount of $40,025.00.

FIFTH ORDER OF BUSINESS		Consideration of Release and Termination of Corrective Temporary Construction and Access Easement Agreement for Beacon Park Boulevard Realignment

Ms. Mackie explained that when the District was constructing the Beacon Park Boulevard realignment the District entered into a Temporary Construction Easement Agreement with Greeneway Park DRI and Greeneway Park 1, LLC. Now that the roadway and punch list items have been completed, the Temporary Construction Easement is no longer needed and the request from the Developer was to release the easement so that it could be removed from title in relation to any future closing on related properties.

On Motion by Mr. Ventura, second by Mr. Czapka, with all in favor, the Board of Supervisors for the Boggy Creek Improvement District approved the Release and Termination of Con-ective Temporary Construction and Access Easement Agreement for the Beacon Park Boulevard Realignment.

SIXTH ORDER OF BUSINESS	Staff Reports

District Counsel - District Manager - District Engineer -

No Report No Report No Report

Construction Supervisor -	No Report

SEVENTH ORDER OF BUSINESS	Supervisor and Audience Comments & Adjournment

There were no audience comments or Supervisor requests. Mr. Levey requested a motion to adjourn.

On Motion by Mr. Czapka, second by Mr. Ventura, with all in favor, the January 24, 2018 Continued Meeting of the Board of Supervisors for the Boggy Creek Improvement District was adjourned.

Secretary/Assistant Secretary	ChairNice Chair

BOGGY CREEK IMPROVEMENT DISTRICT

Release and Termination of Temporary Construction and Access Easement Agreement for
Nemours Parkway West and Lift Station No. 10

Prepared By and Return To:

Sara W. Bernard, P.A. Broad and Cassel LLP Bank of America Center
P.O. Box 4961
Orlando, Florida 32802-4961

RELEASE AND TERMINATION OF
TEMPORARY CONSTRUCTION AND ACCESS EASEMENT AGREEMENT
(Nemours Parkway West and Lift Station No.10)

THIS  RELEASE  AND  TERMINATION  OF  TEMPORARY CONSTRUCTION
AND  ACCESS  EASEMENT  AGREEMENT  (the "Termination") is made effective  as of this
 		day  of 	, 2018,  by  and	between  LAKE  NONA LAND
COMPANY, LLC, a Florida limited liability company, whose address is 6900 Tavistock Lakes Boulevard, Suite 200, Orlando, Florida 32827 ("Grantor"), and BOGGY CREEK IMPROVEMENT DISTRICT, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes, whose address is c/o Fishkind & Associates, Inc., 12051 Corporate Boulevard, Orlando, Florida 32817 ("Grantee").

WITNESSETH:

WHEREAS, by virtue of that certain Temporary Constrnction and Access Easement Agreement (Nemours Parkway West and Lift Station No. 10) recorded January 12, 2018 under Document Number 20180028020, in the Public Records of Orange County, Florida (the "Agreement"), Grantor granted in favor of Grantee a temporary, non-exclusive easement on, upon, over, under, across and through the Easement Area (as defined therein) for access, ingress, egress, and to allow Grantee to complete the design, constrnction and installation of the Improvements (as defined herein) (collectively, the "Easements"); and

WHEREAS, Grantor and Grantee desire to te1minate the Agreement and release  all right, title and interest in and to the Easements.

NOW, THEREFORE, for and in consideration of the mutual covenants and agreements herein set forth and other good and valuable consideration, the receipt, adequacy and sufficiency of which are hereby expressly acknowledged by Grantor and Grantee, Grantor and Grantee do hereby agree as follows:

The foregoing recitals are true and conect and m·e incorporated herein by this reference.
Grantee represents that it is the sole holder of the Easements and that it has not made any assignment, transfer, encumbrance, conveyance, or other disposition of any interest in the Easements to any party.

1
4838-l 905•2122.4

Grantee does hereby release, terminate, vacate and forever abandon all of its right, title, and interest in and to the Easement Area by vi1iue of the Agreement. Grantor and Grantee hereby aclmowledge and agree that, from and after the date and time of recording of this Termination, the Agreement is hereafter null and void and of no further force or effect.

Grantor and Grantee are hereby released from, and relieved of, their respective obligations arising under, out of, or by virtue of the Easements and the Agreement, which are hereby te1minated and cancelled as of the date and time of recording of this Te1mination.

[SIGNATURES APPEAR ON THE FOLLOWING PAGE]

4838-1905 2122.4

-2-

IN WITNESS WHEREOF, Grantor and Grantee have executed this Termination as of the day and year set forth below in the notary block.

"GRANTOR"

Signed, sealed and delivered in the presence of the following witnesses:

LAKE NONA LAND COMPANY, LLC,
a Florida limited liability company

Print Name:------------

By: 	_ James L. Zboril, President

Print Name:------------

STATE OF FLORIDA	)
)
COUNTY OF ORANGE	)

The	foregoing	instrnment	was	acknowledged	before	me	this	 		day	of
 	, 2018, by James L. Zboril, as President of LAKE NONA LAND COMPANY, LLC, a Florida limited liability company, on behalf of the company. He is LJ personally known to me or LJ has produced  	
as identification.

(Signature of Notary Public)

(Typed Name ofNotary Public) Notary Public, State of Florida
Commission   No.:----------
My Commission Expires: 	_

-3-
4838-1905-2!22.4
31762/00!2

"GRANTEE"

Signed, sealed and delivered in the presence of the following witnesses:

Print Name: 	_

BOGGY	CREEK	IMPROVEMENT
DISTIUCT, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes

By:. 	_ Print Name: 			_ Title:. 		_

Print Name: 	_

STATE OF FLOIUDA	)
)
COUNTY OF ORANGE	)

The	foregoing	instrument	was	acknowledged	before	me	this	 		day	of
2018,	by	 	,	as

 		 of BOGGY CREEK IMPROVEMENT DISTIUCT, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes, on behalf of the district.	He/She is LJ personally known to me or LJ has produced
------------- as identification.

(Signature of Notary Public)

(Typed Name of Notary Public) Notary Public, State of Florida
Commission   No.:----------
My Commission Expires: 	_

4838-1905-2 )22.4

-4-

BOGGY CREEK IMPROVEMENT DISTRICT

Temporary Construction and Access Easement Agreement for Nemours Park:way West
and Lift Station No. 10

Prepared By and Return To:

Sara W. Bernard, P.A. Broad and Cassel LLP Bank of America Center
P.O. Box 4961
Orlando, Florida 32802-4961

TEMPORARY CONSTRUCTION AND ACCESS EASEMENT AGREEMENT
(Nemours Parkway West and Lift Station No. 10)

THIS	TEMPORARY	CONSTRUCTION	AND	ACCESS	EASEMENT
AGREEMENT (the "Agreement")  is made and entered into effective  as of this 		day of
 	,, 2018, by and between LAKE NONA LAND COMPANY, LLC, a Florida limited liability company, whose address is 6900 Tavistock Lakes Boulevard, Suite 200, Orlando, Florida 32827 ("Grantor"), and BOGGY CREEK IMPROVEMENT DISTRICT, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes, whose address is c/o Fishkind & Associates, Inc., 12051 Corporate Boulevard, Orlando, Florida 32817 ("Grantee") (Grantor and Grantee are sometimes together refen-ed to herein as the "Parties," and separately as the "Party").

WITNESSETH:

WHEREAS, Grantor is the owner in fee simple of that ce1iain real prope1iy located in Orange County, Florida, being more particularly described on Exhibit "A" attached hereto and by this reference incorporated herein (collectively, the "Easement Area"); and

WHEREAS, the Grantee intends to complete the design, construction and installation of a permanent roadway on, over and upon the Easement Area, together with associated utility facilities, drainage facilities and landscaping (collectively, the "Improvements"); and

WHEREAS, until construction of the Improvements is completed, Grantor desires to grant to Grantee a temporary, non-exclusive construction and access easement on, upon, over, under, across, and through the Easement Area for the sole purpose of constructing the Improvements.

NOW, THEREFORE, for and in consideration of Ten and No/100 Dollars ($10.00) in hand paid by the Grantee to the Grantor, the mutual covenants and agreements herein set forth and other good and valuable consideration, the receipt, adequacy and sufficiency of which are hereby expressly acknowledged by the Parties, the Parties do hereby agree as follows:

Recitals. The foregoing recitals are trne and correct and are incorporated herein by this reference.

1
4835-!879-2284.2

Temporary Construction Easement. Grantor does hereby  grant,  bargain,  sell and convey to Grantee a temporary, non-exclusive easement on, npon, over, under, across and through the Easement Area for access, ingress, egress and to allow Grantee to complete the design, construction and installation of the Improvements (collectively, the "Easements").

Term of Easement. Upon the earlier of (i) receipt of a certificate  of completion, or its equivalent, acceptance of the Improvements by the City of Orlando and dedication for public use, or (ii) recordation of a release in the Public Records of Orange County, Florida, then this Agreement shall automatically terminate and be extinguished and all rights in the Easements granted by this Agreement shall immediately revert to the Grantor, its successors, transferees and assigns, without further action of the Grantor or Grantee being required with respect to such Easement Area. Upon termination of this Agreement, as provided herein, and upon request by Grantor, Grantee shall promptly execute and deliver to Grantor a document in recordable f01m confirming termination of this Agreement and the Easements granted herein.
Insurance and Indemnity. Grantee and/or any contractors performing work for Grantee on the Easement Area, shall at all times maintain general public liability insurance to afford protection against any and all claims for personal injury, death or property damage arising directly or indirectly out of the exercise of the rights and privileges granted. Said insurance maintained by any contractors performing work for Grantee on the Easement Area shall  be issued by solvent, reputable insurance companies authorized to do business in the State of Florida, naming Grantee and Grantor as insureds, as their interests may appear, in a combined­ single limit of not less than $1,000,000.00 with respect to bodily injury or death and property damage. Said insurance shall also be primary, and not contributory, as to any insurance coverage maintained by Grantor. To the extent permitted by law and without waiving any of the protections afforded by Section 768.28, Florida Statutes, Grantee hereby agrees to indemnify and hold harmless Grantor from and against any and all liability arising out of Grantee's construction activities within the Easement Area.
Obligations of Grantor and Grantee. The Pmiies acknowledge and agree  that  any rights granted hereunder shall be exercised by the Parties only in accordance and compliance with any and all applicable laws, ordinances, rules, regulations, permits and approvals, and any future modifications or amendments thereto. The Parties covenant and agree that neither party shall discharge into or within the Easement Area, any hazardous or toxic materials or substances, any pollutants, or any other substances or materials prohibited or regulated under any federal, state or local law, ordinance, rnle, regulations or permit, except in accordance with such laws, ordinances, rules, regulations and permits. To the extent permitted by law and without waiving any of the protections afforded by Section 768.28, Florida Statutes, each Party hereby agrees to indemnify and hold harmless the other Party from and against any and all liability arising out of such Pmiy's breach of any provision of this Agreement, including, without limitation, the matters set f01ih in this paragraph.
Beneficiaries of Easement Rights. The Easements set forth in this Agreement shall be for the sole benefit and use of Grantee, its successors and assigns, and Grantee's agents, employees, consultants, representatives, contractors and providers of emergency services and utility services.

-2-
4835-1879-2284.2
3!762/0003

Amendments and Waivers. This Agreement may not be terminated or amended, modified, altered, or changed in any respect whatsoever, except by a further agreement in writing duly executed by the Parties and recorded in the Public Records of Orange County, Florida. No delay or omission of any Pmty in the exercise of any right accruing upon any default of any Party shall impair such right or be construed to be a waiver thereof, and every such right may be exercised at any time during the continuance of such default. A waiver by any Pmty of a breach of, or a default in, any of the terms and conditions of this Agreement by any other Pa1ty shall not be constrned to be a waiver of any subsequent breach of or default in the same or any other provision of this Agreement. No breach of the provisions of this Agreement shall entitle any Pmty to cancel, rescind or otherwise terminate this Agreement, but such limitation shall not affect, in any manner, any other rights or remedies which any Pa1ty may have by reason of any breach of the provisions of this Agreement.
Notices. Any notices which may be permitted or required hereunder shall be in writing and shall be deemed to have been duly given (i) three (3) days after depositing with the United States Postal Service, postage prepaid, (ii) one day after depositing with a nationally recognized overnight courier service, or (iii) on the day of hand delivery (provided such delivery occurs prior to 5:00 pm, E.S.T. or E.D.T., as applicable), to the address listed above or to such other address as either Party may from time to time designate by written notice in accordance with this paragraph.
Use of Easement Area. It is acknowledged and agreed that the Easements granted under this Agreement are not exclusive easements and that Grantor shall have the right to use and enjoy the Easement Area in any manner not inconsistent with the easement rights created herein, and grant others the right to do so.
Liens. Grantee shall not permit (and shall promptly satisfy or bond) any construction, mechanic's lien or encumbrance against the Easement Area in connection with the exercise of rights hereunder.
Effective Date. The Effective Date of the Agreement shall be the last day that this Agreement is signed by either Pmty.

Miscellaneous. This Agreement contains the entire understanding of the Parties with respect to the matters set fmth herein and no other agreement, oral or written, not set fmth herein, nor any course of dealings of the Pmties, shall be deemed to alter or affect the terms and conditions set forth herein. If any provision of this Agreement, or portion thereof, or the application thereof to any person or circumstances, shall, to the extent be held invalid, inoperative or unenforceable, the remainder of this Agreement, or the application of such provision or portion thereof to any other persons or circumstances, shall not be affected thereby; it shall not be deemed that any such invalid provision affects the consideration for this Agreement; and each provision of this Agreement shall be valid and enforceable to the fullest extent pe1mitted by law. This Agreement shall be construed in accordance with the laws of the State of Florida. Venue for any proceeding brought hereunder shall be Orange County, Florida.
In the event of any dispute hereunder or of any action to interpret or enforce this Agreement, any provision hereof or any matter arising herefrom, the predominantly prevailing

-3-
4835 1879-2284.2
31762/0003

party shall be entitled to recover its reasonable attorneys' fees, costs and expenses, whether suit be brought or not, and whether in settlement, in any declaratory action, at trial or on appeal. The section headings in this Agreement are for convenience only, shall in no way define or limit the scope or content of this Agreement, and shall not be considered in any construction or inte1pretation of this Agreement or any pmi hereof. Where the sense of this Agreement requires, any reference to a term in the singular shall be deemed to include the plural of said term, and any reference to a te1m in the plural shall be deemed to include the singular of said te,m. Nothing in this Agreement shall be construed to make the Parties hereto pminers or joint venturers or render either of said parties liable for the debts or obligations of the other. This Agreement may be executed in counterpm·ts, each of which shall constitute an original, but all talcen together shall constitute one and the smne Agreement. Time is of the essence of this Agreement. This Agreement shall be binding upon and inure to the benefit of Grantor and Grantee and their respective successors and assigns. The rights, privileges and Easements granted and conveyed hereunder shall be a burden upon the Easement Area and shall exist for the benefit of and run with title to the Easement Area.

[SIGNATURES APPEAR ON THE FOLLOWING PAGES]

-4-
4835-l 879-2284.2
3 l762/0003

IN WITNESS WHEREOF, the Parties have caused this Agreement to be executed as of the day and year first written above.

"GRANTOR"

Signed, sealed and delivered in the presence of the following witnesses:

LAKE NONA LAND COMPANY, LLC,
a Florida limited liability company

Print Name:-------------

By: 	_ Jarnes L. Zboril, President

Print Name: 	_

STATE OF FLORIDA	)
)
COUNTY OF ORANGE	)

The	foregoing	instrument	was	acknowledged	before	me	this	 		day	of
 	,, 2018, by James L. Zboril, as President of LAKE NONA LAND COMPANY, LLC, a Florida limited liability company, on behalf of the company. He is LJ personally known to me or LJ  has produced  	
as identification.

(Signature of Notary Public)

(Typed Name ofNotary Public) Notary Public, State of Florida
Commission No.: 	_ My Commission Expires: 	_

-5-
4835-1879-2284.2
31762/0003

"GRANTEE"

Signed, sealed and delivered in the presence of the following witnesses:

Print Name:-------------

BOGGY	CREEK	IMPROVEMENT
DISTRICT, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes

By: 	_ Print  Name:------------
Title:--------------

Print Name:. 	_

STATE OF FLORIDA	)
)
COUNTY OF ORANGE	)

The	foregoing	instrument	was	acknowledged	before	me	this	 		day	of
2018,	by	 		,	as

 		 of BOGGY CREEK IMPROVEMENT DISTRICT, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes, on behalf of the district.	He/She      is     LJ     personally      known     to     me     or     LJ     has   produced
------------- as identification.

(Signature of Notary Public)

(Typed Name of Notary Public) Notary Public, State of Florida
Commission No.: 	_ My Commission Expires: 	_

-6-
4835-1879"2284.2
3!762/0003

EXHIBIT "A"

Easement Area

[See Attached Sketch of Description CS# 17-111(16) - 8 Pages]

-7-
4835-1879-2284.2
31762/0003

SKETCH	OF DESCRIPTION	This Sketch of Description does not
SEE SHEET 1 FOR KEY MAP	depict any l!<leemenh of record
thot  mQ)' be  within  or odjoln1ng the
SEE SHEETS 2 THROUGH 5 FOR SKETCH	 lands   described  hereon.	
SEE SHEETS 6 & 7 FOR LEGAL DESCRIPTION
SEE SHEET 8 FOR NOTES & LEGEND	North
I KEY MAPI
/,,
SECTION   23-24-30	I	SECTION   24-24-30
SECTION 26-24-30	SECTION 25-24-30
"''" o<<'b':	.	;_-,
i,.S	01>-'i:l IA l'-1"'	,-	.,..-----------	-z.	1   >	-,
s\. <>"-0-'.' ,,,....o.'I."-:.,,,,	·1 1'	-::::==:;::::::::1: ,/f
,l'-1"'_,.,.-------1L	\ll ':!,,	•  Ul
C	,Jl	a a	NEMOURS
,,,,,-\_,----"· ·   _,.,.-------	---.d	,,·	.1I .	PARKWAY
00
111	"J'"'
LOOP ROAD &	"'1
LIFT STATION No.1O	z   z
/400
relollw   to   Not!ono1  Geodetic Survey control	TOWN CENTER	" "
The  features and  llnework  shown hereon are	LAKE NONA
point  •Lonee•  (PIO AJ2445), Northing	"'"'
1477081.39, Eoel!ng 575759.46 Florido
State  Plane  Coordinate   Syetem,  Florida  Eaet	,.•"al-lu's,r,o};} ,..,,
:i:one, 1963 North American Dolum, 2011
odjatment   overage  combined  factor:	"&;p	I '-"o
0.99994883912 (1,00005116349757). All	"• /
dlmenelons ore Grid d!menelone In U.S.
Survey  Feet,  bo&ed  on  eold Florido  Stote	l_f,l;
Plane Coordinate System, Florida Ea&t zone,
<<,;,,
1983 North Amerlcon Datum, 2011
ad.f_slmant.

BOO'	■0	BOO'
I
Scale:  1•	-   BOO'

1•1 DONALD W. MclNTOSH	AssoclATEs,     INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE  NORTH,  WINTER  PARK, FLORIDA  327B9  (407) 644-4068	Scott  Grossman	February 19, 2018
CERTIFICATE: Qf _t,l,J_JHQ_Rl_lTION NO. l.86B	Florido Registered Surveyor and Mapper
DRAWN  BY:.E!::[  I	CHECKED  BY:.filL 	JOB  NO.	SCALE	SHEET	'"1"	Certificate No. 5048		

DATE: 2/201B	
DATE:---2.L2018	
16193.011	
1"=800'	
OF  	
B	
NOT VALID WllHOUT lHE SIGNATURE AND lHE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR ANO MAPPER.		

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISTRICT
LAKE NONA TOWN CENTER
LOOP ROAD AND LIFT STATION No.10				
				
	DATE	BY	l)"TION	

Printed: Mon 19-Feb-2018 - 04:26PM
F:\Proj2.016\16166\Sdwg\NAVD88\sod\17-111(16) (CDD Loop Road & Lift Stotfon).dwg

CS# 17-111(16)

SKETCH	OF DESCRIPTION	MATCH LINE

--

The features and llnework shown hereon ore relative to Notlonol Geodetic Survey control point "Lonee" {PIO AJ2445), Northing 14n0B1.39,   Easting   575759,46   Florido State Plane Coordinate SY9tem, Florldci EQst zone, 1983 North American Datum, 2011 od)lstment overage combined factor: 0.99994883912 (1,00005116349757). All
dimensions ore  Grid  dimensions  In  U,S. Survey Feet, based on sold Florido  State Plane Coordinate System, Florido East zone, 1983 North American Datum, 2011 od_Estment.

PC
L7· PT'

PC 	SEE SHEET 3

;,

PR(;._C12
NT

98.50'

North
200'	0	200'

Scale: I• - 200'
Thi9 Sketch of Dncrlptlon does nofl
depict any eosemeots of record

I  	

that may be wlthln or adjoining the
lands described hl!l'"eon,

NUMBER	CU	RVE TABLE	(lHIS SHEET ONLY)	
	RADIUS	DELTA	LENGlH	CHORD	CHORD BEARING	
C1	1339.93'	413'14"	98,71'	9B.68'	N81"38'45"W	
C2	110.00·	19'59'48"	38,39'	38.20'	N19'32'59"E	
C3	100.00'	19"58'04"	34.85'	34.67'	N19"33'51"E	
C4	404.33'	43"02'11"	303.70'	296,61'	N31"05'54"E	
cs	295.67'	23"40'29"	122.17'	121.30'	N40"46'45"E	
CB	470.67'	48"00'12"	394,33'	382.90'	N04"56'25"E	
C7	854.63'	14"42'59'"	219.51'	218.91'	N28"25'11"W	
C11	556.00'	14"36'28"	141.75'	141.37'	S26"28'27"E	
C12	31.00'	53"38'30"	29.02'	27,97'	S45'59'28"E	
C13	569.17'	45•35•53"	452.97'	441.11'	S06'08'34"W	
C14	394.17'	23"40'29"	162,67'	161.72'	S40"48'45"W	
C15	305.83'	43"03'54"	229,87'	224.50'	S31'05'02"W	
C16	100.00'	15"12'13"	26.54'	26.46'	SD1'56'59"W	
C17	100.00'	1512'13"	26.54'	26.46'	S01'56'59"W	

l	ii

/ -

NOT PLATTED
PCC

ifl	f

98.sa• /$

"PC

T

/er

;:i>

'd'

NOT PLATTED

PRc	-l.26
16

POINT OF

POINT Of

,-Ni	1PC

17
L28 L29

BEGINNING •A•	C 		OMMENCEMENT

NUMBER	BEARING	DISTANCE	
L1	N79'32'07"W	488.92'	
L2	N79'32'07"W	54,34'	
L3	N07"04'54"E	26.70'	
L4	S80'26'55"E	11.47'	
LS	N09"33'05"E	4.00'	
L6	N52"37'00"E	101.26'	
L7	N19'03'41"W	2.89'	
l.25	S52'37'00'"W	101.26'	
L26	S09"33'05"W	1B,93'	
l.27	S09'33'05"W	4.00'	
L28	S80'34'50"E	24.46'	
L29	S09'25'1O"W	25.71'	

NORTHEAST CORNER

LINE TABLE (THIS SHEET ONLY)

(LA"ll't"N'O' NNAONBAOU•oLu£vcA,vRADR1o1-//Rf)
ADomON Pa 72, PGs fJs-1,19)

LI

------

NCJR7HERLY R/IV UNE
LA.l<E  NONA, aoulEvARD
{•Lnl(RilDfE ANDOoN,nAOaNoul£VARD

------	 	

Pa 72, PGs fJs-1,19)

OF LAKE NONA BOULEVARD

'C'- - - _,

(LAKE NONA BOULEVARD THIRD ADDITION
PB 72, PGS 135-1J9)

LA.l<t NON
(LA.1<t  NoN1 aoui.EvARD
PaSF: NgGsJg'!r, ARo\
r=:::,-,-	.,_,,)-	i_
I PREPARED FOR:	I	-
BOGGY CREEK IMPROVEMENT DISTRICT
LAKE NONA TOWN CENTER
LOOP ROAD AND LIFT STATION No.10

DRAWN BY: lli 		CHECKED BY:.fili  	JOB NO.	SCALE	SHEET	2	SEE SHEETS 2 THROUGH 5 FOR SKETCH
SEE SHEETS B & 7 FOR LEGAL DESCRIPTION	
DATE: 2/2018	DATE: 2/2018	16193.011	1"-200'	OF	8	SEE SHEET B FOR NOTES & LEGEND	

1•1

DONALD w. MclNTOSH	ASSOCIATES,      INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE NORTH,  WINTER  PARK, FLORIDA  32789  (407)  644-4068
CERTIFICATE  OF AUTHORIZATION NO. LB68	SEE SHEET 1 FOR KEY MAP

Printed: Mon 19-Feb-2016 - 04:27PM
F:\Proj2016\16166\Sdwg\NAVD88\sod\17-111(16) (CDD Loop Road & Lift Statlon).dwg

CS/I 17-111(16)

SKETCH	OF DESCRIPTION
SEE SHEET 1 FOR KEY MAP
SEE SHEETS 2 TI-IROUGH 5 FOR SKETCH
SEE SHEETS 6 & 7 FOR LEGAL DESCRIPTION
SEE SHEET 8 FOR NOTES & LEGEND

-oS\.1-

'tiI>--{
t,..\11

si>-s,s?: oi>-o	;...	•-t•

"ti"'-..o

'i>-'S :o •cc •"'1s' s,
(._S	_.,..f•l•I
NOT PLATTED

NOT PLATTED

-i;...

q.

\ ('\<fl
c.,
""

LINE TABLE (THIS SHEET ONLY)	
NUMBER	BEARING	DISTANCE	
LB	N38'04'11"E	139.59'	
L9	N53'55'49"W	4.22'	
L10	SB9'50'36"W	56.56'	
L11	S00"09'24"E	15.00'	
L12	N89"50'36"E	4.00'	
L13	S00"09'24"E	79.00'	
L14	SB9'50'36"W	71.00'	
L15	N00"09'24"W	79.00'	
L16	N89'50'36"E	47.00'	
L17	N00'09'24"W	15.00'	
L1B	SB9"50'36"W	62.12'	
L19	N00"09'24"W	32.00'	
L20	N89'50'36"E	197.02'	
L21	N36'04'11"E	37.20'	
L22	N89"50'51"E	89.25'	
L23	S36"04'11"W	2B1.99'	
L24	S33"48'41"E	100,33'	
L30	NB9'50'51"E	14.74'	
L31	N2317'53"W	13.B2'	
L32	N2317'53"W	83.68'	
L33	N36"04'11"E	3B4.03'	
L34	N66"42'07"E	191.38'	
L50	S66'42'07"W	191.38'	
L51	S36'04'11"W	426.66'	

POINT OF

The features and llnework shown hereon are
relaltve to Not!ono! Geodetic Sutvey control po!nt •Lanc11• (PID AJ2445), Northing 1477081.39, Easting 575759.46 Florido
State Pl<;mo Coordinate System, Florido East zone, 1963 North American Ootum, 2011 odpslment average combined factor.

 	BEGINNING •e•

0.99994863912 {1,00005116349757). All

d!menslona im, Grid  dlmenelone  In  U.S. Survey Fciet, bosed on sold Florida State Plane Coordlnoto Sy.item, Florida East zooo, 198J North American Datum, 2011
   adE_slment.	

POINT OF COMMENCEMENT
REFERENCE POINT •A"
SOUTH LINE
LANDS DESCRIBED ON
PAGES 4 THROUGH 6 IN
DOC# 201706957D6

1ll	I§

NOT PLATTED  	

-

-

CURVE TABLE (lHIS SHEET ONLY)	
I	NUMBER	RADIUS	DELTA	LENGTH	CHORD	CHORD BEARING	
I	C7	B54,63'	14•42•59"	219.51'	21B.91'	N26'25'11"W	
	CB	401.00'	69"50'52"	48B.B5'	459.13'	N01"0B'45"E	
	C9	40.5D'	361 3135"	25.61'	25.1B'	N72'02'36"W	
	C10	329.00'	69'50'52"	4D1.0B'	376.70'	S01'OB'45"W	
	C1B	401.00'	30'37'55"	214.39'	211.84'	N51"23'09"E	
	C36	329,00'	30'37'55"	175.89'	173.81'	S51'23'09"W	

PREPARED FDR:

MATCH LINE SEE SHEET 2

BOGGY CREEK IMPROVEMENT DISTRICT
LAKE NONA TOWN CENTER
LOOP ROAD AND LIFT STATION No.1D

ENGINEERS	PLANNERS	SURVEYORS

2200 PARK AVENUE NORlH, WINTER PARK, FLORIDA 32789 (407) 644-4068

1•1 DONALD W. MclNTOSH	Assoc1ATEs, INC.

North
 	200'

Scale:

•1

= 200'

This Sketch of Description does not depict ony easements of record

DRAWN BY:fl:L_

CHECKED BY:£,

JOB NO.

SCALE

SHEET_ 3

I	 		  

   that  may be wllh!n	<1djo!n!ng the 

lands described hereoll.

DATE: 2/2018	DATE:--1£2018_

16193,011

1"=200'

OF	8

Printed: Mon 19-Feb-2018 - 04:27PM

CS# 17-111(16)

SKETCH	OF DESCRIPTION	200'
SEE SHEET 1 FOR KEY MAP
SEE SHEETS 2 THROUGH 5 FOR SKETCH
SEE SHEETS 6 & 7 FOR LEGAL DESCRIPTION
'"'""'•==••·""'	')

0

I	I

Scale: 1· - 200·
Thie Sk&tch of DeecripUon does not depict  any  eo6ements  of  record that moy be within or adjoining the
londe d&ecrlbed hereon.

200'

-<i'c.-\<-IA D  ,;.Oj;1	 	

\

<?,'c.-\,,-<i'-1-11>- ,.\11
(._S-<iI>- ,0 ,; 1<5'_,.o"'

y,,,

'c.,i>- 'c., \<0-

0ctS  :   1t)S

.-"'

North

I

1_1>-/<l

.-"'	"'

 	.-'"

I

,,,	wUl
,z1--
 	c22	::Jw
tl•I	PC	I :c

1\-t'\	~·	  

NOT PL.Amo

I f2 en

PT	.. PT	PT	en

'%.	C32  I	t::j

PC	 	     -L--•-.   PC
...	C35

PT	' --	PC

\, ,	I

'iJ>o
\

PC
 	i)33	

PC

CUR\IE TABLE (THIS SHEET ONLY)	
NUMBER	RADIUS	DELTA	LENGTH	CHORD	CHORD BEARING	
C19	366.00'	39'02'40"	249.41'	244.61'	NB613'26"E	
C20	284,00'	1e•42'1s"	92.71'	92.30'	SB3'36'22"E	
C21	284,00'	16'54'46"	93.75'	93.32'	N77'35'07"E	
C22	366.00'	52"09'06"	333.14'	321.76'	S85"47'43"E	
C32	294.00'	90'45'35"	465.71'	418.53'	N66'29'28"W	
C33	356.00'	16'54'46"	117.51'	116.98'	S77'35'07"W	
C34	356.00'	16'42'16"	116.22'	115.70'	NB3'36'22"W	
C35	294.00'	39"02'40"	200.35'	196.49'	SB613'26"W	

PT	-   ,.      PT	034	L=	PT

NOT PLATTED

The features ond llneworl< shown hereon ore relative to Notlonol Geodetic Survey  control folnt -Lonee" (PIO AJ2445), Northing
-477081.39, Eoettng 575759.-46 Florido Stale Plane Coordinate System, Florido Eoel zone, 1983 North American Datum, 2011 od)Jetment overage combined factor.
0.9999-4883912 (1.00005116349757). All
d!menslone ore Grid dimensions In U.S. Survey Feet, boeed on sold Florido State Plane Coordinate System, Florido East zone, 1983 North American Datum, 2011 od)Jatment.

l"?J
--'
u'

L34

R

NUMBE

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISTRICT
LAKE NONA TOWN CENTER
LOOP ROAD AND LIFT STATlON No.10

L46

1•1

DONALD	w. MclNTOSH	ASSOCIATES, INC. ENGINEERS		PLANNERS		SURVEYORS
2200 PARK  AVENUE  NORTH,  WINTER  PARK,  FLORIDA  32789  (407) 644-4068

) CE '

E	315.27

N87'02'30"

90.52'

S7415'14"E

L35

E	191.3B

N66'42'o7•

DISTAN

BEARING

LINE TABLE (THIS SHEET ONLY

'

N68'07'44•

L37

E	292.43'

S68"07'44"

L47

W	292.43'

SBT02'30"

W	315.27'

W	191.38

S66'42'07"

N7415'14"

W	90.52' '

LSD

L49

L36

DRAWN BY: l:!:i 	

CHECKED  BY:§lL_	JOB NO.	SCALE	SHEET	4

DATE: 2L2018	DATE:	2L2018	16193.011	1"-200'	OF_	8

Printed: IAon 19-Feb-2018 - 04:27PM

CS# 17-111(16)

200'	200'-  ••

SKETCH	OF DESCRIPTION

I

SEE SHEET 1 FOR KEY MAP	0
SEE SHEETS 2 THROUGH 5 FOR SKETCH
SEE SHEETS 6 & 7 FOR LEGAL DESCRIPTION

I	I	I

SEE SHEET 8 FOR NOTES & LEGEND	Scale: ,. - 200'
I	This Sketch of Description doee not
depict any eaBGments of record

wst I

that may be within or adjoining the

I

I	lands  daecrlbed  hereon.	

:::J w

Zf-	I	 c22	

-

:i::	I	PCC
en •	 		&	NOT PLATTED

4gi4g

< w I

J,

NN
cy<

zzI

::::,W	s..,.	NN
en	gl

North
The features and !lnework shown hereon are relotlve to Notronal Geodetic Survey control point •Lance• {PIO AJ24-45), Northing 1477081.39,  Easting  575759.46  Florida State Plane Coordinate SY-3tem, Florida East

PC	PT	wo'	zone, 1963 North American Datum, 2011
f;,'o•(/$	z	ad).!stment overage combined factor:

s

PC'&,	-

I	0.99994883912 {1.00005116349757). All
dimensions ore Grid d1mens1ons In U.S.
Survey Feet, based on sold Florido State

►
'?,1	3-	ii

Plane Coord!nate S)'Stem, Florida East zane, 1983 Narth American Datum,  2011 ad).Jstment.

I?	r t 3

'1,	,	c25C26u,;)!ic      t

'-----

PCC	01-- o

f"l

=>:::>Er--
QOCCD

NEMOURS PARKWAY

CJo	11.a.tfo

mai	I(NEMOURS  PARICWAY  AT

u-

<<
zca.

lAKE NONA PHASE 1 PB 7J, PGS 78-80)

lsl/1

NOT FLAmo	{/	NT	z 8::!	/
..,1:1 :: uz	g,	/
0.J

LINE TABLE (ll<IS SHEET ONLY)

/

I

E	I	I

N06'J7'J6"E

N8J'OB'2J"W

N8J'06'23"W

1D2.72'

N21'06'4t•w

L40

17.00'

L45

4.00'

NBJ'06'23"W

L44

22.92'

N06'5J'J7"E

L43

JS.59'

L42

29.55'

SBJ'06'J9"E

L41

10.J6'

L40

5.B6'

S8J'06'2J"E

L39

J1.42'

S21'0B'4t•E

1.36

DISTANC

BEARING

NUMBER

CURVE TABLE (ll<IS SHEET ONLY)	
NUMBER	RADIUS	DELTA	LENGTH	CHDRD	CHORD BEARING	
C22	366.00'	52'09'06"	JJJ.14'	321.76'	S85'47'4J"E	
C23	4J0.05'	J8"36'29"	289.79'	284.J4'	S40"24'55"E	
C24	285.00'	55"48'26"	277,60'	266.75'	S49'00'54"E	
C25	100.00'	29"J4'06"	51.61'	51.04'	NBB17'50"E	
C26	100.0D'	23"22'50"	40.81'	40.52'	N8512'12•E	
C27	1644.92'	519'46"	15J,OO'	152,95'	s04,0•32•w	
C26	100,00'	12'50'19"	22.41'	22.J6'	N76'41'1J"W	
C29	100.00'	12'50'19"	22.41'	22.J6'	N76'41'1J"W	
C30	JB2.00'	2J18'05"	155.J5'	154.29'	N71"27'20"W	
C31	JJ1.89'	J8"41'J7"	224.1J'	219.90'	N40'27'29"W	
C32	294.00'	90'45'35"	465.71'	418.5J'	N66'29'28"W	

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISlRICT
LAKE NONA TOWN CENTER
LOOP ROAD AND LIFT STATION No.10

1•1

DONALD	w. MclNTOSH	ASSOCIATES, INC.

ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE NORTH,  WINTER  PARK, FLORIDA  32789 (407) 644-4068

DRAWN BY: frL 	

CHECKED BY:.fill

JOB NO.	SCALE	SHEET	5

DATE: 2L2018	DATE:	2L2018	16193,011	1·-200·	OF	8

Printed: Mon 19-Feb-2018 - 04:27PM
F:\Proj2016\16166\Sdwg\NAVDBB\sod\17-111(16) (CDD Loop Road & Lift Statlon).dwg

csg 11-111(16)

SKETCH	OF DESCRIPTION
DESCRIPTION:

SEE SHEET 1 FOR KEY MAP
SEE SHEETS 2 lHROUGH 5 FOR SKETCH SEE SHEETS 6 & 7 FOR LEGAL DESCRIPTION SEE SHEET 8 FOR NOTES &: LEGEND

That part of Section 26, Township 24 South, Range 30 East, Orange County, Florida, described as follows:
Commence at the Northeast corner of Lake Nona Boulevard, according to the plat of LAKE NONA BOULEVARD THIRD ADDITION, as recorded in Plat Book 72, Pages 135 through 139, of the Public Records of Orange County, Florido; thence N79"32'07"W along  the  Northerly  right-of-way  line  of  said  Lake  Nono  Boulevard,  488.92  feet  to  POINT  OF  BEGINNING   "A";   thence  continue N79'32'07"W
along   sold   Northerly  right-of-way  lfne,   54.34  feet   to   the   point   of   curvature   of   a   curve   concave   Southerly   having   a   radius of
1339,93 feet and a chord bearing of  N81"38'45"W;  thence  Westerly  along  said  Northerly  right-of-way  line  and  along  the  arc  of  said curve through a central angle of  04'13'14"  for  a  distance  of  98,71  feet  to  a  non-tangent  line;  thence  departing  said  Northerly  right-of-way  line  run  N07'04'54"E,  26.70  feet;  thence  S80'26'55"E,  11.47  feet;  thence  N09'33'05"E,  4.00  feet   to   the   point   of curvature  of  a  curve  concave  Easterly  having  a  radius  of  110.00  feet  and  a  chord  bearing  of  N19'32'59"E;   thence  Northerly  along   the  ore  of  said  curve  through  a  central  angle  of  19'59'48"  for  a  distance  of  38.39  feet   to   the  point  of   reverse   curvature   of   a  curve concave Westerly having a  radius  of  100.00  feet  and  a  chord  bearing  of  N19'33'51"E;  thence  Northerly  along  the  arc  of  said curve through a central angle of  19'58'04"  for  a  distance  of  34.85  feet  to  the  point  of  reverse  curvature  of  a  curve  concave  Southeasterly having a radius of 404.33 feet and  a  chord  bearing  of  N31'05'54"E;  thence  Northeasterly  along  the  arc  of  said  curve  through  a  central  angle  of  43'02'11"  for  a  distance  of   303.70  feet   to  the   point   of   tangency;   thence   N52'37'00"E,  101.26  feet   to the point of curvature of a curve concave Northwesterly having a radius of 295.67 feet and a chord bearing  of  N40'46'45"E;  thence Northeasterly  along  the  arc  of  said  curve  through  a  central  angle  of  23'40'29"  for  a  distance  of  122.17  feet  to   the  point   of compound  curvature  of  a  curve  concave  Westerly  having  a  radius  of  470.67  feet  and  a  chord  bearing  of  N04'56'25"E;   thence Northerly along the arc  of  said  curve  through  a  central  angle  of  48'00'12"  for  a  distance  of  394.33  feet  to  the  point  of  tangency; thence  N19'03'41"W,  2.89  feet  to  the  point  of  curvature  of  a  curve  concave  Southwesterly  having  a  radius  of  854.63  feet  and  a   chord  bearing  of  N26'25'11"W;  thence  Northwesterly  along  the  arc  of  said  curve  through  a  central  angle  of  14"42'59"  for  a  distance of 219.51 feet to the point of reverse curvature of a curve concave Easterly having o radius of  401.00  feet  and  a  chord  bearing  of N01'08'45"E;  thence  Northerly  along  the  arc  of  said  curve  through   a   central   angle  of  69'50'52"   for  a   distance  of   488.85  feet   to the  point  of  tangency;  thence  N36'04'11"E,  139.59  feet;  thence  N53'55'49"W,  4.22  feet  to  the   point   of   curvature   of   a   curve concave Southerly having a radius of 40.50 feet  and  o  chord  bearing  of  N72'02'36"W;  thence  Westerly  along  the  arc  of  sold  curve through o central angle of 36'13'35" for a distance of 25.61 feet to the  point  of  tangency;  thence  S89'50'36"W,  56.56  feet;  thence S00'09'24"E, 15.00 feet; thence N89'50'36"E, 4.00 feet; thence  S00'09'24"E,  79.00  feet;  thence  S89'50'36"W,  71.00  feet;  thence N00'09'24"W,   79.00  feet;   thence  N89'50'36"E,   47.00  feet;   thence  N00"09'24"W,  15.00  feet;   thence  S89'50'36"W,   62.12  feet;  thence
N00'09'24"W, 32.00 feet;  thence  N89'50'36"E,  197,02  feet;  thence  N36'04'11"E,  37.20  feet  to  the  South  llne  of  lands  described  on Pages 4 through 6 1n Official Records Document Number 20170695706, of the Public  Records  of  Orange  County,  Florida;  thence N89'50'51"E along  said  South  llne,  89.25  feet  to  Reference  Point  "A";  thence  departing  said  South  line  run  S36'04'11"W,  281.99  feet to the point of curvature of a curve concave  Easterly  having  a  radius  of  329.00  feet  and  a  chord  bearing  of  S01'08'45"W;  thence Southerly along the arc  of  said  curve  through  a  central  angle  of  69'50'52"  for  a  distance  of  401.08  feet  to  the  point  of  tangency; thence S33'46'41"E,  100.33  feet  to  the  point  of  curvature  of  a  curve  concave  Southwesterly  havlng  a  radius  of  556.00  feet  and  a  chord  bearing  of  S26'28'27"E;   thence  Southeasterly  along  the  arc   of  said  curve  through  a   central   angle  of  14'36'28"  for  a  distance of  141.75  feet  to  the  point  of  reverse  curvature  of  a  curve  concave  Northeasterly  having  a  radius   of   31.00  feet   and   a   chord bearing   of  S45'59'28"E;   thence  Southeasterly  along   the   arc   of   said   curve  through   a  central   angle  of   53'38'30"  for  a   distance  of
29.02 feet to o point on a non-tangent curve concave Westerly having a radius of 569.17 feet and a chord bearing of
S06"08'34"W;  thence  Southerly  along   the   arc   of   said   curve   through   a   central   angle   of   45'35'53"   for   a   distance   of   452.97  feet   to the  point  of  compound  curvature  of  a  curve  concave  Northwesterly  having  o   radius   of   394.17   feet   and   a   chord   bearing   of S40'46'45"W;  thence   Southwesterly  along   the   arc   of   said   curve   through   a   central   angle   of   23'40'29"   for   a   distance   of   162.87  feet to  the  point  of  tangency.  thence  S52.37'00"W,   101.26   feet   to   the   point   of   curvature   of   a   curve   concave   Southeasterly   having   a radius  of  305.83  feet  and   a   chord   bearing   of   S31'05'02"W;   thence   Southwesterly   along   the   arc   of   said   curve   through   a   central angle  of  43'03'54"  for  a   distance   of   229.87   feet   to   the   point   of   tangency.   thence   S09'33'05"W,   18.93   feet   to   the   point   of   curvature  of  a  curve  concave  Easterly   having   a   radius   of  100.00  feet   and   a   chord   bearing   of   S01'56'59"W;   thence   Southerly   along the  arc  of  said  curve  through  a   central   angle   of   15'12'13"   for   a   distance   of   26.54   feet   to   the   point   of   reverse   curvature   of   a curve  concave  Westerly  having  a  radius  of  100.00  feet  and  a  chord  bearing  of   S01'56'59"W;   thence  Southerly  along   the   arc   of   said curve  through  a  central  angle  of  15'12'13"  for  a  distance   of   26.54   feet   to   the   point   of   tangency;   thence   S09'33'05"W,   4.00   feet; thence S80'34'50"E, 24.46 feet; thence S09'25'10"W, 25.71 feet to POINT OF BEGINNING "A".
AND:
I LEGAL DESCRIPTION CONTINUED ON SHEET 71

-	1

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISTRICT

LAKE NONA TOWN CENTER
LOOP ROAD AND LIFT STATION No.10

1

DONALD	W. MclNTOSH	Assoc1ATEs,      INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE NORTH,  WINTER  PARK, FLORIDA  32789 (407) 644-4068

DRAWN BY: lli..._	CHECKED BY:£l.._	JOB NO.	SCALE	SHEET 6	
DATE: 2/2018	DATE: 2/2018	16193.011	N/A	OF	8	

Printed: Mon 19-Feb-2018 - 04:27Pld
F:\Proj2016\16166\Sdwg\NAVDBB\sod\17-111(16) (COD Loop Rood & Lift Statlon).dwg

sl15202	cs* 11-111(16)

SKETCH	OF DESCRIPTION
!LEGAL DESCRIPTION CONTINUED FROM SHEET 6 !

SEE SHEET 1 FOR KEY MAP
SEE SHEETS 2 THROUGH 5 FOR SKETCH
SEE SHEETS 6 & 7 FOR LEGAL DESCRIPTION SEE SHEET B FOR NOlES & LEGEND

Commence  at  the  aforesaid  Reference  Point  "A";  thence  N89'50'51"E  along  the  aforesaid   South   llne  of  lands   described   on  Pages  4  through 6 in Official Records  Document  Number  20170695706  for  a  distance  of  14.74  feet  to  the  Northeasterly  line  of  said  lands described  on  Pages  4  through  6  in  Official  Records  Document  Number  20170695706;   thence  N23'17'53"W   along   said  Northeasterly llne, 13.82 feet to POINT  OF  BEGINNING  "B";  thence  continue  N2Y17'53"W  along  said  Northeasterly  line,  83.68  feet;  thence  departing said   Northeasterly   line   run   N36'04'11"E,   384.03  feet   to   the   point   of   curvature   of   a   curve  concave   Southeasterly   having   a   radius of
401.00 feet and a chord bearing of N51'23 1 09"E; thence Northeasterly along the arc of said curve through a central angle of 30'37  155"   for  a   distance   of   214.39   feet   to  the   point   of   tangency;   thence   N66'42'07"E,   191,38  feet   to   the  point   of   curvature   of   a curve concave Southerly having  a  radius  of  366,00  feet  and  a  chord  bearing  of  N86'13'26"E;  thence  Easterly  along  the  arc  of  sold curve  through  a  central   angle  of   39'02'40"  for  a  distance  of   249.41  feet  to  the  point  of   tangency;   thence  S74'15'14"E,   90.52  feet  to the point of curvature of a curve  concave  Northerly  having  a  radius  of  284.00  feet  and  a  chord  bearing  of  S83'36'22"E;  thence Easterly  along  the  arc  of  said  curve  through  a  central  angle  of  18'42'16"  for  a  distance  of  92. 71  feet  to  the  point  of  tangency;  thence N87'02'30"E, 315.27 feet to the point of curvature  of  a  curve  concave  Northerly  having  a  radius  of  284.00  feet  and  a  chord  bearing  of  N77'35'07''E;  thence  Easterly  along  the  arc  of  said  curve  through   a  central   angle  of  18'54'46"  for  a   distance  of   93.75 feet  to  the  point  of  tangency;  thence  N68'07'44"E,  292.43  feet  to  the  point  of  curvature  of  a  curve  concave  Southerly  having  a   radius  of  366.00  feet  and  a  chord  bearing  of  S85'47'43"E;  thence  Easterly  along  the  arc  of  said  curve  through   a  central  angle  of 52'09  1 06 11      for  a   distance  of  333.14  feet  to  the  point  of  compound   curvature  of   a  curve  concave  Southwesterly  having  a   radius  of
430.05  feet  and  a  chord  bearing  of  S40'24'55"E;  thence  Southeasterly  along  the  arc  of  sold  curve  through  a  central   angle   of 38'36'29''  for  a  distance  of  289.79  feet  to  the  point  of  tangency;  thence  S21"06'41"E,  31.42  feet   to  the  point   of   curvature   of  a curve  concave  Northeasterly  having  a  radius  of  285.00  feet  and  a  chord  bearing  of  S49'00'54"E;  thence  Southeasterly  along   the   arc of said curve through  a  central  angle  of  55'48'26"  for  a  distance  of  277.60  feet  to  the  point  of  compound  curvature  of  a  curve  concave Northerly having a radius of 100.00  feet  and  a  chord  bearing  of  N88'17'50"E;  thence  Easterly  along  the  arc  of  said  curve through  a  central  angle  of  29'34'06"  for  a  distance  of  51.61  feet  to  the  point  of  reverse  curvature  of  a  curve  concave  Southerly  having a radius  of  100.00  feet  and  a  chord  bearing  of  N85"12'12"E;  thence  Easterly  along  the  arc  of  said  curve  through  a  central angle  of   23'22'50"  for  a  distance  of   40.81  feet  to  the   point  of   tangency;   thence  S83'06'23"E,  5.86  feet;   thence   N06'37'36"E, 10.36
feet;  thence  S83'06'39"E,  29.55  feet  to  the  Westerly  right-of-way  llne  of  Lake  Nona  Boulevard,   according   to   the   plat  of   LAKE NONA BOULEVARD SECOND ADDITION, as recorded in Plat Book 72,  Pages 97 through  99,  of  the  Public Records  of  Orange County, Florida, and a point on a non-tangent curve  concave  Westerly  having  a  radius  of  1644.92  feet  and  a  chord  bearing  of  S04'10'32"W; thence Southerly along said Westerly right-of-way  line  and  along  the  arc  of  said  curve  through  a  central  angle  of  05'19'46"  for  a distance  of  153.00  feet  to  a  non-tangent  line;  thence  departing   said   Westerly   right-of-way   line   run   N83'06'23nW,   36.59   feet; thence  N06'53'37"E,  22.92  feet;  thence  N83'06'23"W,  4.00  feet  to  the  point  of  curvature  of  a  curve  concave   Northerly  having   a radius of 100.00 feet and a chord bearing of N76'41'13"W; thence Westerly along the arc of said curve through a central angle of
12'50'19"  for  a  distance  of  22.41  feet  to  the  point  of   reverse  curvature  of   a   curve  concave  Southerly  having   a   radius   of  100.00 feet and a chord bearing of  N76'41'13"W;  thence  Westerly  along  the  arc  of  said  curve  through  a  central  angle  of  12'50'19"  for  a distance  of  22.41  feet  to  the  point  of  tangency;  thence  N83'06'23"W,  17.00  feet  to  the  point  of  curvature  of  a  curve  concave  Northerly  having  a   radius  of  382.00  feet  and  a  chord  bearing  of  N71'27'20"W;   thence  Westerly  along  the  arc  of  said  curve  through a  central  angle  of  2318'05"  for  a  distance  of  155.35  feet  to  the  point  of  compound  curvature  of  a  curve  concave  Northeasterly   having a radius of  331.89  feet  and  a  chord  bearing  of  N40'27'29"W;  thence  Northwesterly  along  the  arc  of  said  curve  through  a  central angle of 38'41'37" for a distance of 224.13 feet  to  the  point  of  tangency;  thence  N21'06'41"W,  102.72  feet  to  the  point  of  curvature  of  a  curve  concave  Southwesterly  having  a  radius  of  294.00  feet  and  a  chord  bearing  of   N66'29'28"W;   thence Northwesterly  along  the  ore  of  said  curve  through  a  central  angle  of  90'45'35"  for  a  distance  of  465.71  feet  to   the  point   of tangency;  thence  S68'07'44"W,  292.43  feet  to  the  point  of   curvature  of  a   curve  concave  Northerly  having  a   radius  of  356.00  feet and  a  chord  bearing  of  S77'35'07"W;  thence  Westerly  along  the  arc  of  said  curve  through   a   central   angle  of  18'54'46"  for   a distance of 117.51 feet to  the  point  of  tangency;  thence  S87'02'30"W,  315.27  feet  to  the  point  of  curvature  of  a  curve  concave  Northerly  having  a  radius  of  356.00  feet  and  a  chord  bearing  of  N83'36'22"W;   thence  Westerly  along  the  arc   of  said  curve  through a central angle of 18'42'16" for a distance of 116.22 feet to  the  point  of  tangency;  thence  N74'15'14"W,  90.52  feet  to  the  point  of  curvature  of  a  curve  concave  Southerly  having  a  radius  of  294.00  feet  and  a  chord  bearing  of  S86'13'26"W;   thence  Westerly  along the  arc  of  said  curve  through  a  central  angle  of  39'02'40"  for  a  distance  of  200.35  feet  to  the  point  of   tangency;   thence S66'42'07''W, 191.38 feet  to  the  point  of  curvature  of  a  curve  concave  Southeasterly  having  a  radius  of  329.00  feet  and  a  chord bearing of S51'23'09"W; thence Southwesterly along the arc of said curve through a central angle of 30'37'55" for a distance of
feet  to  the  point  of  tangency;  thence  S36'04'11"W,  426.66  feet  to  POINT  OF  BEGINNING  "B".  This  description  Is  based  on  Florida  State  Plane  Coordinate  System   East   Zone,   average   combined   scale   factor   of   0.99994883912,   NAD   83   Datum   (2011 adjustment) and all distances are grid dimensions.
Together  containing  9.542  acres  more  or  less  when  calculated  in  ground  dimensions  and  being  subject  to  any   rights-of-way, restrictions and easements of record.
PREPARED FOR:	LAKE NONA TOWN CENTIER
BOGGY CREEK IMPROVEMENT DISTRICT	LOOP ROAD AND LIFT STATION No.10	
1•1 DONALD	w. MclNTOSH	ASSOCIATES,       INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK AVENUE NORTH, WlNTIER PARK, FLORIDA 32789 (407) 644-4068
DRAWN  BY: J:t:L_    CHECKED  BY:,S!L_	JOB  NO.	SCALE	TSHEET_..!.7  	

DATE: 2/2018	
DATIE: ---2L2fil!L_	
16193.011	/:JLA	I	
OF	
8	

Printed: Mon 19-Feb-2018 - D4:28PM
F:\Proj2016\16166\Sdwg\NAVDB8\sod\17-111{16) (CDD Loop Rood & Lift Stotlon).dwg

0115202	cs* 11-111(16)

SKETCH	OF DESCRIPTION

SEE SHEET 1 FOR KEY MAP
SEE SHEETS 2 THROUGH 5 FOR SKETCH
SEE SHEETS 6 & 7 FOR LEGAL DESCRIPTION
SEE SHEET 8 FOR NOTES & LEGEND

NOTES:

This is not a survey.
Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper.
- Bearings based on the Northerly right-of-way line of Lake Nona Boulevard,  LAKE NONA  BOULEVARD  THIRD  ADDITION,  Plat  Book  72,  Pages  135-139,  of  the  Public  Records  of  Orange  County,  Florida,  as  being  N79'32'07"W,  relative  to   the   Florida State  Plane  Coordinate  System,  Florida  East  Zone,  1983  North  American  Datum,  2011  adjustment,   as   established   from National  Geodetic  Survey  control  points  "Lance"  {PID  AJ2445),  Northing  1477081.39,  Easting  575759.46,   and   "GIS  0242  Burt" (PID AK7296), Northing 1467711.44, Easting 582877.80.

The  features  and  linework  shown  hereon  are  re!atlve  to  National  Geodetic  Survey  control  point  "Lance"  (PID  AJ2445), Northing  1477081.39,  Easting  575759.46  Florida  State  Plane   Coordinate   System,   Florida   East   zone,   1983   North   American Datum,   2011   adjustment   average   combined    factor:   0.99994883912   (1.00005116349757).    All   dimensions   are   Grid   dimensions in  U.S.  Survey  Feet.  based  on  said  Florlda  State  Plane   Coordinate   System,   Florida   East   zone,  1983  North   American   Datum, 2011 adjustment.
Lands shown hereon were not abstracted for rights-of-way, easements, ownership or other  instruments  of  record  by this firm.
No trtle opinion  or  abstract  of  matters  affecting  title  or  boundary  to  the  subject  property  or  those  of  adjoining  land owners  have  been  provided.  It  is  possible  there  are  deeds  of  record,  unrecorded  deeds  or  other  instruments  which  could   affect the boundaries or use of the subject property.
This  Sketch  of  Description  does  not  depict  any  easements  of  record  that  may  be  within  or  adjoining   the   lands described hereon.

LEGEND
SECTION 26-24-J0 SECTION, TOWNSHIP, RANGE
L1	LINE NUMBER (SEE TABLE) C1	CURVE NUMBER (SEE TABLE)
PRC	POINT OF REVERSE CURVATURE

PCC PC PT
NT
R/W
PB POB PG(S)

POINT OF COMPOUND CURVATURE POINT OF CURVATURE
POINT OF TANGENCY
NON-TANGENT RIGHT-OF-WAY PLAT BOOK
POINT OF BEGINNING
PAGE(S)

DOC# OFFICIAL RECORDS DOCUMENT NUMBER No,	NUMBER

PREPARED   FOR:	LAKE NONA TOWN CENTER
BOGGY  CREEK IMPROVEMENT DISTRICT	LOOP ROAD AND LIFT STATION No.10	
1•1 DONALD  W. MclNTOSH	Assoc1ATEs,       1Nc.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE NORTH,  \'11NTER PARK, FLORIDA  32789 (407) 644-4068
DRAWN  BY: /:t:!..I_     CHECKED  BY:.fili      	JOB  NO.	SCALE	SHEET _8	

DATE: 2/2018	
DATE:	
2/2018	
16193.011	
!'l&_	I	
OF	
8	

Printed: Mon 19-Feb-2018 - O4:28PM
F:\Proj2O16\16166\Sdwg\NAV088\eod\17-111(16) (CDD Loop Road & lift Stotlon).dwg

CS# 17-111(16)

BOGGY CREEK IMPROVEMENT DISTRICT

Temporary Access License Agreement

TEMPORARY ACCESS LICENSE AGREEMENT

THIS TEMPORARY ACCESS LICENSE AGREEMENT (the "License") is made and entered   into  as  of 	, 2018 (the "Effective Date"), by LAKE NONA LAND COMPANY, LLC, a Florida limited liability company, whose mailing address is 6900 Tavistock Lakes Boulevard, Suite 200, Orlando, Florida 32827 ("LNLC"), to and in favor of BOGGY CREEK IMPROVEMENT DISTRICT, a local unit of special-purpose government established pursuant to Chapter I90, Florida Statutes, whose address is c/o Fishkind & Associates, Inc., 12051 Corporate Boulevard, Orlando, Florida 328 l 7(the "District").

WITNESSETH:

WHEREAS, LNLC is the owner in fee simple of that certain real property located in Orange County, Florida, being more patiicularly described on Exhibit "A" attached hereto and by this reference incorporated herein (collectively, the "Access Area"); and

WHEREAS, the District intends to complete the design, construction and installation of a permanent roadway abutting the Access Area which will include ce1iain related roadway stub-out improvements on, over and upon the Access Area, together with associated utility facilities, drainage facilities and landscaping (collectively, the "Improvements"); and

WHEREAS, until construction of the Improvements is completed, LNLC desires to grant to the District a tempora1y, non-exclusive construction and access license on, upon, over, under, across and through the Access Area for the sole purpose of constructing the Improvements.

NOW, THEREFORE, for and in consideration of the foregoing, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the pa1iies hereby agree as follows:

Recitals. The foregoing recitals are true and correct and are hereby incorporated herein by reference.

Grant of License. LNLC desires to grant in favor of the District, its supervisors, officers, employees, agents, consultants, sublicensees, and contractors (and their subcontractors, employees, and materialmen) a temporary, non-exclusive license for the limited purpose of providing access over, across, upon and through the Access Area and to allow the District to complete the design, construction and installation of the Improvements.

Term of License. The term of this License shall commence on the Effective Date and shall automatically terminate, without any fmiher action being required by either party, upon  the execution and recordation by the District and LNLC of a non-exclusive, permanent access easement over the Access Area. Upon the request of either party, the patties shall execute a termination  of this License  to evidence said automatic termination.

Damage. In the event that the District, its supervisors, officers, employees, agents, consultants, sublicensees, and contractors (and their subcontractors, employees, and materialmen) cause damage to the Access Area, the District, at its expense, agrees to immediately commence the restoration and repair of the same to as nearly as practical the original condition and grade that existed prior to such entry.

I

Use of Property. It is acknowledged and agreed that the license rights granted  under this License are not exclusive and that LNLC shall have the right to use and enjoy the Access  Area in any manner not inconsistent with the license rights created herein.

Obligations of the District. Any rights granted hereunder shall be exercised by the District only in accordance and compliance with any and all applicable laws, ordinances, rules, regulations, permits and approvals, and any future modifications or amendments thereto.

Insurance and Indemnity.

The District, its supervisors, officers, employees, agents, consultants, sublicensees, and contractors (and their subcontractors, employees, and materialmen) shall at all times maintain general public liability insurance to afford protection against any and all claims for personal injmy, death or property damage arising directly or indirectly out of the exercise of the rights and privileges granted. Said insurance shall be issued  by solvent, reputable insurance companies authorized  to do business in the State of Florida in a combined-single limit of not less than $1,000,000.00 with respect to bodily injury or death and property damage. Said insurance shall also be primaty, and not contributmy, as to any insurance coverage maintained by LNLC. Nothing herein operates as a waiver of the District's sovereign immunity or the limits of liability under Florida law.

To the extent allowed by law, the District agrees to defend, indemnify and hold harmless LNLC from and against any and all actions, causes of action, claims, demands, liabilities, judgments, costs, expenses whatsoever (including, without limitation attorneys' fees at trial and appellate levels) to the extent arising out of any acts or omissions of the District, its supervisors, officers, employees, agents, consultants, sublicensees, and contractors (and their subcontractors, employees, and materialmen) of the rights and obligations set fmth herein. LNLC agrees that nothing contained in this License shall constitute or be construed as a waiver of the District's limitations on liability set forth in Section 768.28, Florida Statutes, and other applicable law.

Remedies upon Default. In the event of a default under this License by any party  hereto, the non-defaulting patty shall provide the defaulting patty written notice of such default, specifying in detail the actions required to cure same. The defaulting party shall  be  given thilty (30)  days within which to cure such default. In the event the defaulting patty fails to cure the default as provided herein, the non-defaulting may elect to: (i) revoke this License as to the defaulting patty until such default is cured; (ii) pursue an action of specific performance against the defaulting patty; or (iii) pursue an action for compensatory damages against the defaulting patty; provided, the non-defaulting patty shall only be entitled to recover  its actual, third-patty, out-of-pocket expenses directly attributable to the specified default. The foregoing shall be the sole and exclusive remedies hereunder.

Amendments and Waivers. This License may not be terminated  or  amended, modified, altered, or changed in any respect whatsoever, except by a further agreement in writing duly executed by the parties. No delay or omission of any party in the exercise of any  right accruing  upon any default of any patty shall impair such right or be construed to be a waiver thereof, and every such right may be exercised at any time during the continuance of such default. A waiver by any patty of a breach of, or a default in, any of the terms and conditions of this License by any other party shall not be construed to be a waiver of any subsequent breach of or default in the same or any other provision of this License.

Notices. Any notices which may be permitted or required hereunder shall be in writing and shall be deemed to have been duly given (i) three (3) days after depositing with the United States

Postal Service, postage prepaid, (ii) one day after depositing with a nationally recognized overnight courier service, or (iii) on the day of hand delivery (provided such delivery occurs prior to 5:00 pm,
E.S.T. or E.D.T., as applicable), to the address listed above or to such other address as either party may from time to time designate by written notice in accordance with this section.

Attorneys' Fees. Should any action be brought arising out of this License, including, without limitation, any action for declaratory or injunctive relief, or any action for the enforcement hereof, the predominantly prevailing party shall be entitled to reasonable attorneys' fees and costs and expenses of investigation, and costs of collection all as actually incurred, including, without limitation, attorneys' fees, costs, and expenses of investigation incurred before, during or after trial or in any appellate proceedings or in any action or patticipation in, or in connection with, any case or proceeding under the United States Bankruptcy Code, or any successor statutes.  Any judgment  or decree rendered in any such actions or proceedings shall include the award of attorneys' fees, costs, and expenses, as just described. The terms of this section shall survive the termination of this License.

Recording. This License may not be recorded in any public records.

Miscellaneons. This License contains the entire understanding of the paities  with respect to the matters set forth herein and no other agreement, oral or written, not set forth  herein, nor any course of dealings of the parties, shall be deemed to alter or affect the terms and conditions set fotth herein. If any provision of this License, or pmtion thereof, or the application thereof to any person or circumstances, shall, to the extent be held invalid, inoperative or unenforceable, the remainder of this License, or the application of such provision or pmtion thereof to any other persons or circumstances, shall not be affected thereby; it shall not be deemed that any such invalid provision affects the consideration for this License; and each provision of this License shall be valid and enforceable to the fullest extent permitted by law. This License shall be construed in accordance with the laws of the State of Florida. Venue for any proceeding brought hereunder shall be Orange County, Florida. The section headings in this License are for convenience only, shall in no way define or limit the scope or content of this License, and shall not be considered in any construction or interpretation of this License or any patt hereof. Where the sense of this License requires, any reference to a term in the singular shall be deemed to include the plural of said term, and any reference to a term in the plural shall be deemed to include the singular of said term. Nothing in this License shall be construed to make the paities hereto partners or joint venturers or render either of said patties liable for the debts or obligations of the other. This License may be executed in counterparts, each of which shall constitute an original, but all taken together shall constitute one and the same License. Time is of the essence of this License. This License shall  be binding upon and inure to the benefit ofLNLC, the District, and their respective successors and assigns.

[SIGNATURES APPEAR ON THE FOLLOWING PAGES]

IN WITNESS WHEREOF, LNLC and the District have caused this License to be executed as of the Effective Date.

"LNLC"

Signed, sealed and delivered in the presence of:

Print Name: 	_

LAKE NONA LAND COMPANY, LLC,
a Florida limited liability company

By:_ :::,-n;;:;;:;i-p;	--
James L. Zboril, President

Print Name: 	_

"DISTRICT"

Signed, sealed and delivered in the presence of:

BOGGY CREEK IMPROVEMENT
DISTRICT, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes

Print Name: 	_

By: 	_ Name:: 			_ Title: 		_

Print Name: 	_

-5-
4837-1648- 1627.2
3 1762/0003

EXHIBIT "A"

Access Area

[See Attached Sketch of Description CS# 17-111(15) - 10 Pages]

-6-
4837-1648-1627.2
J1762/0003

SKETCH	OF DESCRIPTION
SEE SHEETS 1 AND 2 FOR SKETCH
SEE SHEETS 3-6 FOR LESS OUT DETAILS
SEE SHEET 7 FOR NOTES, LEGEND,
LINE AND CURVE TABLES FOR SHEETS 1 & 2 SEE SHEETS 8-10 FOR LEGAL DESCRIPTION

■■■

I

500' ...,_......,	0	500'

'\ i,-'<
<o'<--\,.	i.\11

'--'&'
\	\<'lllq_

North

Scale:   1•	•    500'

.< o<

si>-s"'<--	i,-o \\o•,..

/4	(il..O	:,,SS .,.

•s"I>-'" :\Sa ,cc ,,._,:,,s,
'-	1.1\",'''1"' ..ia.ao"'"
sc \'3r;;. o ,
v o\0'\'f\ 0	6100
•""- c,C (.
V,

'-' 'f<i
I"

LESS
(NOT INCLUDED)
(SEE DETAIL SHEETS 3-6)

TEMPORARY

\,,"{

/"'0 I.It",,"\ ,

CONSTRUCTION

Jss..'

'.S>o"W._o,a
S J:>. Q	r:,,.C yiG ":J'1
1...0""' l!.":it,,'6,

\.e,

I"'1.1'-:',, ,O,<1

LICENSE

NOT PLAITTD

lc?-'1> <c:::.
..,.,o	'

S'l".-_.i io•a " ·._,,..,
so 10 s • :1£.0 ,co-so	11
l0""' t,,":it,,'6,
lo._'1>

SOUTHERLY R/W LINE OF STATE ROAD NO. 417 (UMfTEO ACCESS R/W) (ORB 4345, PG 3237)

NOT PLAITTD

This Sketch of Dncrlptfon does not
depict ony eosemente of record

SEE SHEET 7 FOR LINE AND CURVE TABLES FOR THIS SHEET

NOT PLATIEO

:!i

z
>-O

!i:J

Gin
,

8

NOT PLAITTD

I 

\	TEMPORARY
CONSTRUCTION
LICENSE

that may be within or odjolnlng the
lands described hereon.

The features and llnework shown hereon ore relative to Notlonol Geodetic Survey control point -Lonee- (PIO AJ2445), Northing 1477081.39, Easting 575759,46 Florida
State Plane Coordinate System, florldo Eost zone, 1983 North American Datum, 2011 od)Jstment overage combined factor: 0.99994B83912 (1.00005116349757). All
dimensions ore Grid dimensions In U.S. Survey feet, based on sold Florido  Stole Plane Coord!note System, florldo East zone, 1983 North American Datum, 2011 odEstment.

<

v-\(i

-;;i..£..;;'b :,-,ou\1\0l't C1  Pc 'tJ

,._  B   U   i\'\I     Nt	c\'1\1

9oui..£." s-fl9)

,j l 'f	I	LESS

/

C ••	1	(NOT INCLUDED)
(SEE DETAIL SHEETS 3-6)
NORlttERLY R/W LINE LAKE NONA BOULEVARD (LAKE NONA BOULEVARD lHlRD ADDITION
PB 72, PGS 1J5-139)
i	- - - - -	-

·v:(('E-	1'2-, pGS   -	-	---

- ,	,-

POINT OF

LAKE NONA BOULEVARD PB 72, PGS 97-99)

COMMENCEMENT
NORTHEAST CORNER Of LAKE NONA BOULEVARD (LAKE NONA BOULEVARD
THIRD ADDITION PB  72, PGS 1J5-139)

TRACT B
LAKE NONA BOULEVARD SECOND ADDITION
(PB 72, PGS 97-99)

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISTRICT
LAKE NONA TOWN CENTER
LOOP ROAD, LIFT STATION AND FORCEMAIN
TEMPORARY CONSTRUCTION LICENSE				
	2/19/18	I PH
I BY	
	DATE		

1•1

DONALD w. MclNTOSH	ASSOCIATES,        INC.

I	I

  	I

ENGINEERS	PLANNERS	SURVEYORS	 	

2200 PARK AVENUE NORTii, WINTER PARK, FLORIDA 32789 (407) 644-4068
CERTIFICATE OF AUTH9RIZAllON N_Q. IJ368

Scott Grossman	February 19, 2018 Florido Registered Surveyor ond Mapper
NOT VALID YilTHOUT

DRAWN BY: E!:i.

CHECKED BY:,Sli._

JOB NO.

SCALE

SHEET	,,

Certlflcote No. 5048
THE S!GNAlURE ANO THE

OATE:JL2018

DATE:    1/2018	16193.011	1"-500'	OF	10

ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.

Printed: Mon 19-Feb-2018 - 04:22PM
F: \Pro.12-016\16166\Sdwg\NAVD88\sod\17-111(15) (COD TCE).dwg

csg 11-111(15)

SKETCH	OF DESCRIPTION
SEE SHEETS 1 AND 2 FOR SKETCH
SEE SHEETS 3-6 FOR LESS OUT DETAILS SEE SHEET 7 f'OR NOTES, LEGEND,
LINE AND CURVE TABLES FOR SHEETS 1 & 2 SEE SHEETS 8-10 FOR LEGAL DESCRIPTION

\
\

<o'<-\,"'11 -{ ,11
'i- s§"   ,,_o0cc 0s-s1<,/'s",	<ii	, --,	/

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.A\    t,.'    {>G	,... ,.,	(}:fo

I\'.°'•	,. .\):

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/ El  , \>G	SECTION 24 24-;!10

<	-

,...	r:J?-"o	C,C"l"T1ro.1      ""····•u_ ..n

\

';/:/	l·N,	l
.	lEMPORARY CONSTRUCTION LICENSE

NOT PLATIED

North

I" q.
c,

,.-,g C11

J .

,,_..\L2B Pr c10 pc

I27
NOT PLATTED

TEMPORARY
CONSTRUCTION

LESS	LICENSE
.>
(NOT INCLUDED)
(SEE  DETAIL  SHEETS 3-6)
WESTERLY R/W LINE l..M(E NONA BOULEVARD l..M(E NONA BOULEVARD

Tolisk-;tdi o;·Description doea noTI
depict any easements of record
that moy be within Of" adjoining the

The features and llnework ehown hereon ore relative to Natlonol Geodetic Survey control point •Lonee• (PID AJ2«5), Northing 1477081,39,   Easting    575759,46    Florido Stote Plone Coordinate System, Florido East zone, 1983 North American Datum, 2011
ad)letment averoge combined foctor. 0.99994683912  (l.00005116349757),   All
dlmenalons ore Grid dimensions !n U,S, Survoy Feet, based on sold Florido  Stote Plane CQord!note System, Florido East ione, 1983 North American Datum, 2011 adl!_atment.

londa described hereon.

SEE SHEET  7 FOR LINE AND CURVE TABLES FOR THIS SHEET

SECOND ADDITION
(PB  72,  PGS 97-99)

gg

Scale:   1•	•    500'

500'

,/'-,Irf't,;;.

"'	'.

"¾:.. "<l'

(l

.-.?'#R>'\,•   ...&.,	I 	I

I

I	I

I I

Ii Ii

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISTRICT
LAKE NONA TO\\N CENTER
LOOP ROAD, LIFT STATION AND FORCEMAIN
TEMPORARY CONSTRUCTION LICENSE		
1•1 DONALD W. MclNTOSH	ASSOCIATES,        1Nc,
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE NORTH, 111NTER  PARK, FLORIDA  32789 (407) 644-4068
J::l;_RTIF1CATE OF AUTHORIZATION NO. LB68
DRAWN  BY:!:!::!        CHECKED  BY:.slL_I	JOB  NO.	I	SCALE	I	SHEET	2	

DATE:JL2018	
DATE:	
1/2018	
16193,011	
1"-500'	
OF	
10	

Printed: Mon 19-Feb-2018 - 06:0BPM
F: \Proj2016\16166\Sdwg\NAVDBB\sod\17-111(15) (COD TCE).dwg

CS# 17-111(15)

1  ,,	 	 	

SKETCH	OF DESCRIPTION	MATCH LINE
(>	SEE	SHEET 4

I

1

.,	200'	0	200'

I  DETAILj	llhls	I

12

The features and !!nework  shown hereon ore	L7:;:,,,'.

\	PR: TC

Scale•  t•=	200'	I

relotrve to  Notlonol  Geodetic Survey conlrol	PT	•
point "Lonee" (PIO AJ2445), Northing	l1
14nOB1.39,  Easting 575759,46  Florido	\				Sketch of Oescrlpt!on does not State  Plane  Coordinate  System, Florido Eost		\	.	•	depict ,my  eosemenl9  of  record zone,  1983 North  American Dotum,  2011	\   \			that may be within or adjoining the
adjustment  average combined factor.	\    ,   i)50'	lands described hereon.
0 99994883912 (1.00005116349757). All
dimensions  ore Grid dimensions In U.S.	\

Survey Feet, based on aa!d Florida State
Plane Coordinate System, Florido East zone,

1	\ \'

6

1963 North American Datum, 2011	10
od)lstment.	U,	CURVE TABLE (TI-HS SHEET ONLY)

\	NUMBER   RADIUS	DELTA	LENGTH CHORD CHORD BEARING
'\	,\ 1\)	C1	1339,93'	4"13'14"	9B,71'	9B.6B'	NB1'3B'45"W
V	C2	110..00'	19'59'4B"   3B..39'	38.20'	N19'32'59"E
C!;;	iN	PCC	\	C3	100.00'    19'58'04"     34.85'	34.67'	N19'33'51"E
LICENSE

1

>2	PC '111\\

												

															

															

															

I

(SfE SHEETS

•

\	Ill \\

i

i\

PT ,,$j 111\ \\ \
o-<-11i\   I,I PT
\I .\ \"\\\,,,..,
ct \	pc
1\\1 1\\1
, ' aeq\ ,1\'tP

\

c	1,	-L28	POINT Of2			v

C,3	\ \J\\ \\\

\l \i\\ \
I\'\\\
c,4	1 rri\1(t"• F--OJ;	BEGINNING  "A"	POINT OF

$\II•,ti i:.-cl.ia

NT

11 \ 111

COMMENCEMENT	LINE TABLE (TH1s SHEET ONLY)

C1    PC  1..,;	L29	I' NORTHEAST CORNER
...:  '-	--	Lt	OF LAKE NONA BOULEVARD

'-Ak

...,__  _,,	(LAKE NONA BOULEVAAD

(LAI(  E: NONA	-	'\.._.,    ---	-	THIRD ADDITION
ADori NONA a :tzyARD	NORn-,tRL	-	----1 PB 72, PGS 135-139)
ON PB 72	YARD 71-/i D	LAkE: NON 'r R/W UNE:	--.

1

'    PGs .3.S- 1J9)	&L,Wt NON DUl.£VARD	--------

t- - - - --- -

p D A0{)117,...,0Ul.£yARO
7

B    ,2    P<n;  I'"J'"5' -JJgJ

-------------------	u	 		   	   	

N	UMBER	BEARING	DISTANCE	
	L1	N79'32'07"W	488.92'		
	L2	N79'32'07"W	54.34'		
	L3
L4	NOT04'54"E
SB0'26'55"E	26,70'
11.47'		

-	,- E: NONA B	L5	N09'33'05"E	4.00'
----	1'""K E: NON     0Ul,£yARD
---	-	PB  CONoAJgrnl.EVARD\	LS	N52'37'00"E	101.26'

-	-	-

72PGs 97 ON

'	-   99)	L7	N19"03'41"W	2.89'
j_	L25	S52'37'00"W	101.28'
PREPARED FOR:	L2s	O9 ,33 ,0 s•w	18 9 3,
  	
BOGGY  CREEK IMPROVEMENT DISTRICT	s	·

 	1	

LAKE  NONA TOWN CENTER	L27	S09'33'05"W	4.00'

DONALD W. MclNTOSH	Assoc1ATEs,     1Nc.
ENGINEERS	PLANNERS	SURVEYORS

L29	S09'25'10"W	25.71'

LOOP  ROAD,  LIFT  STATION AND FORCEMAIN	L2B	S80'34'50"E	2446' TEMPORARY CONSTRUCTION LICENSE				·
2200  PARK   AVENUE  NORTH,   WINTER   PARK,  FLORIDA   32789 (407)  644-4068	SEE SHEETS 1 AND 2 FOR SKETCH

I

1

I

CERTIFICATE  OF AUTHORIZATION NO, L868	 	SEE SHEETS 3-6 FOR LESS OUT DETAILS
SEE SHEET 7 FOR NOTES ANO LEGEND

DRAWN BY:.e..t:L_

CHECKED BY:..s.Q

JOB  NO.	SCALE	SHEET	3	SEE SHEETS 8-10 FOR LEGAL DESCRIPTION

DATE: 1/2018	DATE:   1/2018	16193.011	1" 200'	OF	10

Printed: Mon 19-Feb-2018 - 04:14PM
F: \Proj2016\16166\Sdwg\NAVD88\sod\17-111(15) (COD TCE),dwg

CS# 17-111(15)

SKETCH	OF DESCRIPTION
SEE SHEETS 1 AND 2 FOR SKETCH
SEE SHEETS 3-6 FOR LESS OUT DETAILS
SEE SHEET 7 FOR NOTES AND LEGEND
SEE SHEETS 8-10 FOR LEGAL DESCRIPTION

The features and llnework shown hereon ore relative to Natlono! Geodetic Survey control point "lance (PID AJ2445), Northing 1477081.39, Easting 575759,46 Florida
State Plona Coord1note Syatem, Florida Eoal	
zone, 1983 North American Dotum, 2011 od)Jatment overage combined factor: 0.99994883912 (1,00005116349757). AH
dimensions ore Grid dimensions In U,S.
Survey Feet, based on said Florido State
Plane Coordinate System, Florido East zone,	
1983 North American Datum, 2011
adE.stment.	

LINE TABLE (THIS SHEET ONLY)
NUMBER	BEARING	DISTANCE
LB	N36'04'11"E	139.59'
L9	N53'55'49"W	4.22'
L10	S89'50'36"W	56.56'	

, "' 'o	\,,
J>-S	"'oJ>-'v	?-I'"	·
,	'S'   J>-v' "' • ,.•oc-c«1­.s1.?-,1.s)
!J-/'"

	

			
			
L11	S00'09'24"E	15,0D'	
L12	NB9"50'38"E	4.00'	
L1J	S00'09'24"E	79.00'	
L14	S89"50'36"W	71.00'	
L15	N00'09'24"W	79.00'	
L1B	N89"50'36"E	47.00'	
L17	N00'09'24"W	15.00'	
L1B	S89'50'36"W	62.12'	
L19	N00'09'24"W	32,00'	
L20	N89"50'36"E	197.02'	
l.21	N36"04'11"E	37.20'	
l.22	NB9"50'51"E	89.25'	
L2J	S36'04'11"W	281.99'	
L24	S33'46'41"E	100.33'	
L.30	N89'50'51"E	14.74'	
L.31	N2317'53"W	13.82'	
L.32	N2317'53"W	83.68'	
LJJ	N38'04'11"E	384.03'	
LJ4	N66'42'07"E	191.38'	
LSD	S66'42'07"W	191.38'	
L51	S36'04'11"W	426.66'	

SOUTHERLY R	LINE OF

NOT PLATTED

POINT OF' BEGINNING •e•

POINT OF COMMENCEMENT REFERENCE POINT "A"
SOUTH LINE
LANDS DESCRIBED ON PAGES 4 THROUGH 6 IN
DOC# 20170695706

NOT PLATTED

IDETAIL!

CURVE TABLE (lHIS SHEET ONLY)	
NUMBER   RADIUS	DELTA	LENGTH CHORD	CHORD BEARING	
C7	854.63' 14'42'59" 219.51' 218.91'	N26'25'11"W	
CB	401.00' 69"50'52" 488.85' 459.13'	N01'08'45"E	
C9	40.50'	3613'35"      25.61'	25.18'	N72'02'36"W	
ClO	329.00' 69"50'52" 401.08' 376.70'	S01'08'45"W	
C18	401.00' 3D'37'55" 214.39' 211.84'	N51"23'09"E	
	CJ6	329.00' 30'37'55" 175.89' 173.81'	S51'23'09"W	

>-zO    "•'
Gbl­
@5=> 8
'li :::,
I!!
0	-

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISTRICT
LAKE NONA TO\\N CENTER
LOOP ROAD, LIFT STATION AND FORCEMAIN
( TEMPORARY CONSTRUCTION LICENSE	I

North

1

1•1DONALD	W.  MclNTOSH	Assoc1A TES,   INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE NORTH,  WINTER PARK, FLORIDA 32789 (407) 644-4068
I	
DRAWN BY: E!:!._ CHECKED BY:.filL_ DATE: 1/2018	DATE: 1/2018	JOB NO.
16193.011	SCALE
1"=200'	SHEET    4, 	
OF	10	

200'	0	200'

Scale:   1•	•    200'
This Sketch of Description does not depict  any  eosemenb  of  record that may be w!lhln or adjoining the
  lands described hereon.	

Printed: Mon 19-Feb-2018 - 04:14PM

csg 11-111(15)

SKETCH	OF DESCRIPTION
SEE SHEETS 1 AND 2 FOR SKETCH
SEE SHEETS 3-6 FOR LESS OUT DETAILS
SEE SHEET 7 FOR NOTES AND LEGEND

200'
1£111

200'

 	::J

SEE SHEETS B-10 FOR LEGAL DESCRIPTION

,.)
-e,'<--'-"	11;\11

IDETAIL!

Scale:	200'
lh1e Sketch of Descrlptloo doee not depict  any  easements  of   record that moy be within or adjoining the lond, described hereon.

Or	s Ill"'

i:.-	<'

"f>-s"i'<--	.  1;i ',\O·
I':,'\ f''\1:.-	,ccsS-JS<i'-\sS

()'-

'-	v"'i"' ,,,_o"I"

North

TEMPORARY CONSTRUCTION LICENSE
(SEE  SHEETS  1  &: 2)

The feoluree ond llneworic shown hereon ore relative to Notional Geodetic Survey control point •Lonee (PIO AJ2445), Northing
1477081.39,   Eoettng    575759.46    Aorlda Stole Plane Coordinate SYBlem, Florido East zone, 1983 North American Datum, 2011 ad)Jetment overage combined factor: 0.99994883912 {1.00005116349757). All
dimension& ore Grid  dtmeoelone  In  U.S. Survey Feet, boeed on ea!d Rorlda  State Plane Coordlnote Syatem, Rarlda Eoet zone, 1983 North Amerlcon Oatum, 2011 ad.E_stment.

%

<"..nq.
c.,
',{,.n

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISTRICT
LAKE NONA TOWN CENTER
LOOP ROAD, LIFT STATION AND FORCEMAIN TEMPORARY CONSTRUCTION LICENSE

NOT PLATTED

CURVE TABLE (THIS SHEET ONLY)	
NUMBER	RADIUS	DELTA	LENGTH	CHORD	CHORD BEARING	
C19	366.00'	39'02'40"	249.41'	244.61'	N6613'26"E	
C20	284.00'	18'42'16"	92.71'	92.30'	S83'36'22"E	
C21	284.00'	18'54'46"	93.75'	93.32'	N77'35'07"E	
C22	366.00'	52'09'06"	333.14'	321.76'	SB5'47'43"E	
C32	294.00'	90'45'35"	465.71'	418.53'	N66'29'28"W	
C33	356.00'	18'54'46"	117.51'	116.98'	S77'35'07"W	
C34	356.00'	18"42'16"	116.22'	115.70'	N83'36'22"W	
C35	294.00'	39'02'40"	200.35'	196.49'	S8613'26"W	

1•1

DONALD	W. MclNTOSH	Assoc1ATES, 1Nc.

LINE	TABLE (THIS SHEET ONLY)	
NUMBER	BEARING	DISTANCE	
LJ4	N66'42'07"E	191.3B'	
LJ5	S7415'14"E	90.52'	
L36	N87"02'30"E	315.27'	
L37	N6B'07'44"E	292.43'	
L47	S68"07'44"W	292.43'	
L4B	S87'02'30"W	315.27'	
L49	N7415'14"W	90.52'	
L50	S66'42'07"W	191.38'	

ENGINEERS	PLANNERS	SURVEYORS
2200 PARK AVENUE NORTH, WINTER PARK, FLORIDA 32789 (407) 644-4068

DRAWN  BY: flL_I	 CHECKED  BY:£i.._ DATE: 1/2018	DATE: 1/2018

JOB NO.
16193.011

SCALE
1"~20_0'

SHEET_...,5:     OF	10      

Printed: Mon 19-Feb-2018 - 04:15PM

CS/I 17-111(15)

SKETCH	OF DESCRIPTION
SEE SHEETS 1 AND 2 FOR SKETCH
SEE SHEETS 3-6 FOR LESS OUT DETAILS SEE SHEET 7 FOR NOTES AND LEGEND

'

SEE SHEETS 8-10 FOR LEGAL DESCRIPTION

w	I DETAIL!

NOT PLATIED

fNN ,

,

:H
ti    ti

wxoi' 	I

Scale: I• - 200'

I

I

Thie Sketch of Description does not depict  any  easements  of  record thcit may be within or adjoining the
lcmde deecrlbed hereon.

The features ond llnework sho111n hereon ore re!otlve to Notlonol Geodetic Survey control point "Lonee" (PID AJ2445), Northing 1477081,39,   Easting    575759.46    Florida State Plone Coordinate System, Rorldo East zone, 198:5 North American Datum, 2011 ad)lstment average combined factor: 0.99994883912 (1.00005116349757). All
dimensions ore Grld dimensions In  U.S. Survey Feet, based on ealcl florlda  State Plane Coordinate syetem, Florida East zone, 1983 North American Datum, 2011 ad_E.stment.

North

200'

NOT PLATTED

co

a,

-

<:,; '.jo.a,
!:l::,i=r!,
5gg:
m	<o

81:!

<ic:ia.

NEMOURS PARkWAY (NEMOURS PARkWAY AT LAkE NONA PHASE 1

I

PB  73,  PGS  78-80)

jwjwt,1!0	r-

I     LINEABTLAEB(iLaEai,s(51_H'S HE:,::ET O NL:;:;;Y)  I

NUMBER	BEARING	DISTANCE	
L38	S21'06'41"E	31.42'	
L39	S83'06'23'"E	5,B6'	
L40	N06"37'36"E	10.36'	
L41	S83'06'39"E	29.55'	
L42	N83'06'23"W	36.59'	
L43	N06'53'37"E	22.92'	
L44	N83'06'23"W	4.DO'	
L45	N83'06'23"W	17.00'	
L48	N21'06'41"W	102.72'	

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISTRICT

N	I

LAKE NONA TOWN CENTER
LOOP ROAD, LIFT STATION AND FORCEMAIN TEMPORARY CONSTRUCTION LICENSE

 	I	
CURVE TABLE (THIS SHEET ONLY)

NUMBER	RADIUS	DELTA	LENGTH	CHORD	CHORD BEARING	
C22	J66.00'	52"09'06"	JJJ.14'	J21,76'	S85'47'4J"E	
C23	4J0.05'	JB"J6'29"	2B9,79'	284.J4'	S40'24'55"E	
C24	285.0D'	55'48'26"	277.60'	266.75'	S49"00'54"E	
C25	100.00'	29'J4'06"	51.61'	51.04'	N8B17'50"E	
C26	100.00'	2J'22'50"	40.B1'	40.52'	N8512'12•E	
C27	1644.92'	519'46"	15J.OO'	152.95'	S0410'J2•w	
C28	100.00'	12-so•19•	22.41'	22.JS'	N76'41'1J•w	
C29	100.00·	12'50'19•	22,41'	22.JS'	N76'41'1J•w	
C30	J82.0D'	2J1B'os·	155.J5'	154.29'	N71'27'20•w	
C31	JJ1.89'	J8'41'J7"	224.1J'	219.90'	N40'27'29"W	
C32	294.00'	90'45'J5"	465.71'	418.5J'	NS6'29'2a•w	

I

DONALD	W. MclNTOSH	ASSOCIATES,         INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE NORTH,  WINTER  PARK, FLORIDA  32789 (407) 644-4068

DRAWN BY: IB.._ CHECKED BY:.slL  

JOB NO.

SCALE

SHEET _

_,6c 	

DATE: 1/2018	DATE: 1/2018

16193.011

1"=200'

OF	10

Printed: Mon 19-Feb-2018 - 04:15PM

CS# 17-111(15)

SKETCH	OF DESCRIPTION
SEE SHEETS 1 AND 2 FOR SKETCH
SEE SHEETS 3-6 FOR LESS OUT DETAILS
SEE SHEET 7 FOR NOlES AND LEGEND
SEE SHEETS 8-10 FOR LEGAL DESCRIPTION

IUNE  TAB E (SHEETS 1	2 ONLY)	
NUMBER	BEARING	DISTANCE	
L18	S2317'53"E	I 259.01'	
L19	N66'42'07"E	I 450.00'	
L20	S36'32'06"E	I 402.21'	
L21	S21'06'41"E	31,42'	
L22	S83'06'39"E	I 181.17'	
L23	soo,a·2a"w	I 65.13'	
L24	N80'28'09''W	I 122.60'	
L25	N21-os•41•w	I 102.12·	
L26	S68'07'44"W	I 292.43'	
L27	SB7"02'30"W	I 315.27'	
L28	N7415'14•w	I 90.51'	
L29	S66"42'07"W	I 191.37'	
L30	S36'04'11"W	I 724.40'	
L31	S33'46'41"E	I 100.33'	
L32	S52'37'00"W	I 101.26'	
L33	S09'25'10"W	I 211.32'	

LINE  TAB E (SHEETS 1	2 ONLY)I

C3

C2

I 154.36'

N79'32'07"W

LJ

NUMBER	BEARING	DISTANCE

L1

DELETED

L2

N79'32'07"W

I 388.91'

..

I RADIUS

DELTA I

LENGTH I

CHORD

1 CHORD BEARING

NBJ'47'54"W

I 199.21·

1339.93'

C1

NUMBER

CURVE TABLE (SHEETS 1 & 2 ONLY)

I s•31•34"  I 1s9.39'

N70'53'14.E

I 2s.4o'

2191,a3'

I 0•41•1r   I 26.40'

I S6613'2B·w

I 129.69'

I 132.23'

I 39"02'40"

194.04'

C11

I N83'36'22"W

I 148.20'

I 148.86'

I 18'42'16"

456.00'

C10

I s11•35•01"w

I 149.84'

I 150.52'

I 1B"54'46"

456.oo"

C9

I N66'29'28"W

I 276.17'

I 307.31'

I 90'45'35"

194.00'

ca

I N40'27'29"W

] 266.16'

I 291.67'

I 36'41'37"

431.69'

C7

I N70'08'14"W

I 172.90'

I 173.84'

I 20•39'51"

482,00'

cs

S04"54'10"W

I 2ss,4s'

I 2ss.14'

I 91s'23"

1s44_92'

cs

S28'49'23"E

I 142,2s'

I 1s·2s·2s"

s3o.os·

I 10.00'

N2317'53"W

L11

I 409.98'

N66'42'07"E

uo

I 160.00'

N2317'53"W

L9

I 200.00'

S66'42'07"W

LB

I 90.00'

S2317'53"E

L7

I 1457.25'

S66'42'07"W

LS

I 228.45'

N2J'17'53"W

LS

I 142.s9•

L4

N03'48'17"E

I 1624.39'

C4

1as.oo·

I 30-09'os"

I 97.36'

I 9s.24'

S3611'13.E

S47'01'15"W

I 40.14'

I 40.20'

I 1111'29•

2os.a3•

C18

I s40•45•45•w

I 202.14•

I 204.19•

I 23•40•29"

494.17'

C17

S06"08'34"W

I s1a.61'

I s32.ss·

I 4s•3s'53"

669.17'

C16

S32'43'47"E

I ss.37'

I ss.11·

I 32-oa·so"

100.00'

C15

S27'32'36"E

I 142,4a•

I 142,1s'

I12'2a'o9"

sss.oo'

C14

S01'08'45"W

I 202.20'

I 219,11'

I 69'50'52"

22e.oo·

C13

S51'23'09"W

I 120.98'

1122,43•

I 30'37'55"

229.00'

C12

I 657.73'

N70'32'35"E

L17

I 1017.42'

N66'42'07"E

L16

[ 444.12'

N2317'53"W

L15

I 462.20'

N89'50'51"E

L14

I 262.45'

S2317'53"E

L13

j 1347.27'

N66'42'07"E

L12

NOTES:
This is not a survey.
Not valld without the signature and the or!glnal rolsed seal of a Florida licensed surveyor and mapper.
Beorings based on the Northerly  right-of-woy  !lne  of  Lake  Nona  Boulevard, LAKE  NONA  BOULEVARD  THIRD  ADDITION,  Plat  Book 72, Pages 135-139, of  the  Public  Records  of  Orange  County,  Florido,  as  being  N79'32'07"W,  relotlve  to  the  Florida  State  Plane  Coordinate System, Florida East  Zone,  1983  North  American  Datum,  2011  adjustment,  as  established  from  National  Geodetic  Survey control  points  "Lonee"  (P!D  AJ2445),  Northing  1477081.39,  Easting  575759,46,  and  "GIS  0242  Burt"   (PID   Al<7296),   Northing 1467711.44, Eosting 582877.80.

The features and linework shown hereon ore relative to National Geodetic survey  control  point  "Lance"  (PIO  AJ2445),  Northing 1477081.39,  Easting  575759.46  Florida  State  Plane  Coordinate  System,  Florida  Eaet  zone,  1983  North  American  Datum,  2011  ad).Jetment  average  combined  factor:  0.99994883912  (1,00005116349757).  All  dimensions  are  Grid  dimensions  in  U.S.  Survey  Feet, based on said Florida Stote Plane Coordinate System, Florido East zone, 1983 North American Datum, 2011 adjustment.
Lands shown hereon were not abstracted for rights-of-way, easements, ownership or other Instruments of record by this firm.
No title opinion or obstract of matters affecting  title  or boundary  to  the  eubject property or  those  of  adjoining  land  owners have been provided. It Is possible  there are  deeds of  record, unrecorded  deeds or  other  lnetruments  which  could  affect  the boundaries  or use of the subject property.
This Sketch of Description does not depict any easements of record that may be within or adjoining the lands described hereon.

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISTRICT
LAKE NONA TOIIN CENTER
LOOP ROAD, LIFT STATION AND FORCEMAIN
TEMPORARY CONSTRUCTION LICENSE	
SE	
1•1 DONALD W. MclNTOSH	Assoc1ATES,       INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE  NORTH,  WINTER  PARK,  FLORIDA  32789  (407) 644-4068
CERTIFIGATE OF AUTHORIZATION NO. L868	
DRAWN BY: E!:L_
DATE:.1.L2018 _	CHECKED  BY:.filL_I
DATE:   1/2018	JOB  NO.	I
16193.011	SCALE	I
N/A	SHEET OF	7
10 _	

I	LEGEND
CTION 26-24-JO SECTION, TOWNSHIP, RANGE
L1	UNE NUMBER (SEE TABLE) C1 CURVE NUMBER (SEE TABLE)
PCC	POINT OF COMPOUND CURVA11JRE PC	POINT OF CURVA11JRE
PT	POINT OF TANGENCY
NT	NON-TANGENT R/W	RIGHT-OF-WAY
PB	PLAT 8001<
POB	POINT OF BEGINNING
PG(S) PAGE{S)
ORB	OFFICIAL RECORDS BOOK
DOC# OFFICIAL RECORDS DOCUMENT NUMBER No.	NUMBER

Printed: Mon 19-Feb-2018 - 04:15PM
F: \Praj2016\16166\Sdwg\NA\/088\sod\17-111(15) (COD TCE).dwg

CS/I 17-111(15)

DESCRIPTION,

SKETCH	OF DESCRIPTION

SEE SHEETS 1 AND 2 FOR SKETCH
SEE SHEETS 3-6 FOR LESS OUT DETAILS
SEE SHEET 7 FOR NO"TES AND LEGEND
SEE SHEElS 8-10 FOR LEGAL DESCRIPTION

That port of Section 26, Township 24 South, Ronge 30 East, Orange County, Florido, described as follows:
Commence at the Northeast corner of Lake Nono Boulevard, according to the plot of LAKE NONA BOULEVARD THIRD ADDITION,  as recorded In  Plot Book 72, Pages 135 through 139, of  the Public  Records  of  Orange  County,  Florido;  thence  N79'32'orw  along  the  Northerly right-of-way line  of  said Lake  Nono  Boulevard,  388.91  feet  to  the POINT  OF BEGINNING;  thence  continue N19·32'07"W  along  eoid  Northerly right-of-way
line,   154.36   feet   to   the   point   of   curvoture   of   a   curve   concave   Southerly   having   a    radius   of   1339.93   feet   and   a   chord   bearing of
N83"47'54"W; thence  Westerly  along  sold  Northerly  right-of-way llne  and  along  the  arc  of  sold  curve  through  a  central  angle  of  08"31'34"  for o distance of 199.39 feet to o non-tangent line; thence  deporting  said  Northerly  right-of-way  line  run  N03'48'17"E,  1624.39  feet;  thence  N2317'53"W, 228.45 feet; thence S66"42'07"W,  1457.25  feet;  thence  S2317'53"E,  90.00  feet;  thence  S66"42'07"W,  200.00  feet;  thence N23·17'53"w, 180.00 feet to  the  Southerly  llmlted  occees  right-of-way  line  of  the  Eoetern  Beltway  {State  Rood  No.  417),  as  described  In Offlclol Records  Book  4345,  Page  3237,  of  the  Public  Records  of  Orange  County,  Florido;  thence  run  the  following  courees  and  distances along sold Southerly limlted  access  right-of-way  line:  N66"42'07''E,  409.98  feet:  N23"17'53"W,  10.00  feet;  N66"42'07"E,  1347.27  feet; S23"17'53"E, 262.45 feet; N89'50'51"E, 462.20 feet: N2317'53"W, 444.12 feet; N66'42'07"E,  1017.42  feet  to  the  Southerly  limited  access right-of-way line of  the  Eastern  Beltway (State  Rood  No.  417),  as  described  in  Officio!  Records  Book  8689,  Page 1335,  of  the  Public  Records of  Orange  County,  Florfdo;  thence  N70"32'35"E  along  sold  Southerly  limited   access  right-of-way  l!ne,  657.73  feet   to   the  point  of  curvature of o curve  concave  Southerly  having  o  radius  of  2197.83  feet  and  o  chord  bearing  of  N70"53'14"E;  thence  Easterly  along  said  Southerly  limited access right-of-way llne and along  the  arc  of  said  curve  through  o  central  angle  of  00'41'17"  for  a  distance  of  26.40  feet  to  a nan-tangent line and the  aforesaid  Southerly  limited  access  right-of-way  llne  of  the  Eastern  Beltway  (State  Road  No.  417),  as  described  in Official Records Book 4345,  Page  3237;  thence  S2317'53"E  along  eaid  Southerly  limited  access  right-of-way  line,  259.01  feet;  thence N66"42'07"E  along  said  Southerly  limited  access  right-of-way  line,  450,00  feet;  thence  departing  said  Southerly  limited   access   right-of-way line run S36'32'06"E,  402.21  feet  to  the  point  of  curvature  of  a  curve  concave  Southwesterly  having  a  radius  of  530.05  feet  and  a  chord bearing  of  S28'49'23"E;  thence  Southeasterly  along  the  arc  of  sold  curve  through   a  central   angle  of  15"25'26"  for  a  distance  of  142.69  feet to the point of tangency, thence S21'06'41''E, 31.42 feet to the point of curvature of a curve concave Northeasterly having a radius of
185.00 feet and a chord bearing of S3611'13"E; thence Southeasterly  along  the  ore  of  said  curve  through  o  central  angle  of  30"09'06"  for  a distance of 97.36 feet to a non-tangent 11ne; thence S83'06'39"E  ,  181.17  feet  to  the  Westerly  right-of-way  11ne  of  Lake  Nona  Boulevard, according to the plot of LAKE NONA BOULEVARD  SECOND  ADDITION,  as  recorded  In  Plot  Book  72,  Pages  97  through  99,  of  the  Publlc  Records of Orange County, Florida; thence S00'16'28"W along said Westerly right-of-way line, 65.13 feet  to  the  point  of  curvature  of  a  curve concave Westerly having o radius of 1644.92  feet  and  a  chord  bearing  of  S04'54'10"W;  thence  Southerly along  said  Westerly  right-of-way  line and  along  the  arc  of  said  curve  through  a  central  angle  of  0915'23"  for  a  distance  of   265.74  feet  to  o  non-tangent  line;   thence  departing said   Westerly  right-of-way  line  run   N80'28'09"W,  122.60  feet   to  the  point   of   curvature   of   a   curve  concave   Northerly  having  a   radius of
482.00 feet and a chord  bearing  of  N70"08'14"W;  thence  Westerly  along  the  arc  of  said  curve  through  a  central  angle  of  20·39•51•for  a distance of 173.84 feet  to  the  point  of  compound  curvature  of  a  curve  concave  Northeasterly  having  a  radius  of  431,89  feet  and  a  chord bearing  of  N40'27'29"W;  thence  Northwesterly  along  the  arc  of  said  curve  through  a  central  angle  of  38'41'37"  for  a  distance  of  291.67  feet to  the  paint  of  tangency,  thence  N21'06'41"W,  102.72  feet  to  the  point  of  curvature  of  a  curve  concave  Southwesterly  having  o  radius  of
194.00  feet  and  a  chord  bearing  of   N66'29'28"W;   thence  Northwesterly  along  the  arc   of  said  curve  through  a  central  angle  of  90'45'35"  for a distance of 307.31 feet to  the  point  of  tangency,  thence  S68'07'44"W,  292.43  feet  to  the  point  of  curvature  of  a  curve  concave  Northerly having a radius of 456.00 feet and a chord bearing of S77'35'07"W;  thence  Westerly  along  the  arc  of  sold  curve  through  a  central  angle  of 18'54'46" for o  distance  of  150.52  feet  to  the  point  of  tangency.  thence  S87'02'30"W,  315.27  feet  to  the  point  of  curvature  of  a  c,:;urve  concave Northerly having a radius of 456.00 feet and a chord bearing  of  N83'36'22"W;  thence  Westerly  along  the  arc  of  said  curve  through  a central  angle  of  18'42'16"  for  a  distance  of  148.86  feet  to  the  point  of  tangency,   thence   N74i5'14"W,   90.51  feet  to   the  point  of   curvature of  o  curve  concave  Southerly  having  o  radius  of  194.04  feet  and  o  chord  bearing  of  S8613'26"W;  thence  Westerly  along  the  ore  of  sold curve  through  a  central  angle  of  39"02'40"  for  a  distance  of  132,23  feet  to  the  point  of  tangency,  thence  S66'42'07"W,  191.37  feet  to  the point  of  curvature  of  a  curve  concave  Southeasterly  having  a  radius  of  229.00  feet  and  a  chord  bearing  of  S51'23'09"W;   thence   Southwesterly  olong  the  arc  of  said  curve  through  a  central  angle  of  30'37'55"  for  a  distance  of  122.43  feet  to  the  point   of   tangency,   thence  S36'04'11"W,  724.40  feet  to  the  point   of  curvature  of  o  curve  concave  Easterly  having  o  radius  of   229.00  feet  and  a  chord   bearing of  S01'08'45"W;  thence  Southerly  along  the  arc  of  sold  curve  through  o  central  angle  of  69'50'52"  for  a  distance  of  279.17  feet  to  the  point of  tangency,  thence  S33'46'41"E,  100.33  feet  to  the  point  of  curvature  of  a   curve  concave  Southwesterly  having  a   rodiue  of  656,00  feet  and a chord bearing of S2T32'36"E; thence Southeasterly along the ore of sold curve through a central angle of 12'28'09" for a distance of
142.76 feet to o  point  on  a  non-tangent  curve  concave  Southwesterly  having  a  radius  of  100.00  feet  and  a  chord  bearing  of  S32'43'47"E;  thence Southeasterly along the arc of said curve through o central angle  of  32'08'50"  for  a  distance  of  56.11  feet  to  the  point  of  compound curvature of a curve concave Westerly having  a  radius  of  669.17  feet  and  a  chord  bearing  of  S06"08'34"W;  thence  Southerly along  the  ore  of said curve through a central angle of 45•35'53"  for  o  distance  of  532.55  feet  to  the  point  of  compound  curvature  of  a  curve  concave Northwesterly  having  a  radius  of  494.17  feet  and  a  chord  bearing  of  S40'46'45"W;  thence  Southwesterly  along  the  arc   of  said  curve  through a  central  angle  of  23'40'29"  for  a  distance  of  204.19  feet  to  the  point  of  tangency,  thence  S52"37'00"W,  101.26  fest  to  the   paint   of curvature  of  a  curve  concave  Southeasterly  having  o  radius  of  205,83  feet  and  a  chord  beorlng  of  S47'01'15"W;  thence  Southwesterly  along the  arc  of  said  curve  through  a  central  angle  of  11'11'29"  for  a  distance  of  40.20  feet  to  o  non-tangent  line;   thence  sog·25'1Q"W,   211.32 feet to the POINT OF BEGINNING.  This  description  is  based  on  Florida  State  Plane  Coordinate  System  East  Zone,  average  combined  scale factor of 0.99994883912, NAD 83 Datum (2011 adjustment) and all distances ore grid dimensions.
!LEGAL DESCRIPTION CONTINUED ON SHEET 9!

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISTRICT

LAKE NONA TOWN CENTER
LOOP ROAD, LIFT STATION AND FORCEMAIN
TEMPORARY CONSTRUCTION LICENSE

ORAWN BY, E!:L_

1•1

DONALD	w. MclNTOSH	ASSOCIATES,       INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE NORTI-i,  WINTER PARK, FLORIDA 32789 (407) 644-4068

-----=CEfJJJFIC:::ATE OF AUTHORIZATION NO, _LB68

 I	I

CHECKED BY,.fill

JOB NO,

SCALE

SHEET _

_,8'------

DATEc.1flQ18

DATE,    1/2018	16193.011	N/A

OF	10

Printed: Mon 19-Feb-2018 - 04:15PM
F: \Proj2016\16166\Sdwg\NAVDBB\sod\17-111(15) (COD TCE).dwg

SL15141DESC	CS# 17-111(15}

SKETCH	OF DESCRIPTION

SEE SHEETS 1 AND 2 FOR SKETCH
SEE SHEETS 3-6 FOR LESS OUT DETAILS SEE SHEET 7 FOR NOTES AND LEGEND
SEE SHEETS 8-10 FOR LEGAL DESCRIPTION

!LEGAL DESCRIPTION CONTINUED FROM SHEET Bi
LESS:
That part of Section 26, Township 24 South, Range 30 East, Orange County, Florida, described as follows:
Commence at the Northeast corner of Lake Nona  Boulevard,  according  to  the  plat  of LAKE NONA BOULEVARD  THIRD  ADDITION,  as recorded  In Plot Book  72,  Pages  135  through  139,  of the  Public  Records  of  Orange  County,  Florido;  thence  N79"32'07"W  along  the  Northerly  right-of-way l!ne of said Lake  Nona  Boulevard,  488.92  feet  to  POINT  OF  BEGINNING  "A";  thence  continue  N79"32'07"W  along  sold  Northerly  right-of-way  line,  54.34  feet  ta  the  point  of  curvature  of  a  curve  concave  Southerly  having  a  radius  of  1339.93  feet  and  a  chord   bearing   of   N81'38'45"W; thence  Westerly  along   said   Northerly  right-of-way  line  and   along   the   arc   of  said  curve   through   a   central   angle  of   04'13'14"  for   a   distance of

11

1

98.71  feet  to  a  non-tangent  line;  thence  deporting  sold  Northerly  right-of-way  line  run  NOT04'54"E,  26.70  feet;   thence  S80'26'55"E,  11.47 feet;  thence  N09'33'05"E,  4.00  feet  to  the  point  of  curvature  of  a  curve  concave  Easterly  having   a   radius  of  110.00  feet   and  a   chord bearing  of  N19"32'59"E:  thence  Northerly  along  the  arc  of  sold  curve  through   a  central  angle  of  19'59'48"  for  a   distance  of   38.39  feet  to the point of reverse curvature  of  a  curve  concave  Westerly  having  a  radius  of  100.00  feet  and  a  chord  bearing  of  N1g•33'51"E;  thence  Northerly  along  the   arc   of  said  curve  through   a  central  angle  of  19'58'04"  for  a   distance  of  34.85  feet  to  the  point  of  reverse  curvature  of a  curve  concave  Southeasterly  having  a  radius  of  404,33  feet  and  a  chord  bearing  of  N31'05'54"E;   thence  Northeasterly  along  the   ore   of said  curve  thraugh  a  central  angle  of  43"02'11"  for  a   distance  of  303.70  feet  to  the  point  of  tangency;   thence  N52'37'00"E,  101.26  feet  to the point of curvature of  a  curve  concave  Northwesterly  hovlng  a  radiue  of  295.67  feet  and  a  chord  bearing  of  N40'46'45"E:  thence Northeasterly along the  arc  of  sold  curve  through  a  central  angle  of  23'40'29"  for  a  distance  of  122.17  feet  to  the  polnt  of  compound  curvature of a curve concave Westerly  having  a  radlus  of  470.67  feet  and  a  chard  bearing  of  N04'56'25"E;  thence  Northerly  along  the  ore  of said  curve  through  a  central  angle  of  48'00'12"  for  a  distance  of  394.33  feet  to  the  point  of   tangency;   thence   N19'03'41"W,   2.89  feet   to the point of curvature of  a  curve  concave  Southwesterly  having  a  radius  of  854.63  feet  and  a  chord  bearing  of  N26'25'1f'W;  thence Northwesterly  along  the  arc  of  said  curve  through  a  central  angle  of  14"42'59"  for  a  distance  of  219.51  feet  to  the  point   of   reverse  curvature  of  o  curve  concave  Easterly  having  a  radius  of  401.00  feet  and  a  chord  bearing  of  N01"08'45"E;  thence  Northerly along  the  ore  of
said   curve  through   a   central  angle   of  69'50'52"  for  a   distance  of   488.85  feet  to  the  point   of   tangency;   thence  N36"04   11 E,  139.59   feet;
thence N53"55'49"W, 4.22 feet to the point of curvature of a curve concave Southerly having a radius of 40.50  feet  and  a  chord  bearing  of N72'02'36"W; thence Westerly along the ore of said curve  through  a  central  angle  of  36i3'35"  for  a  distance  of  25.61  feet  to  the  point  of tangency,  thence  S89'50'36"W,  56.56  feet;  thence  S00'09'24"E,  15.00  feet;  thence  N89'50'36"E,  4.00  feet;  thence  S00'09'24"E,  79,00  feet;  thence  S89'50'36"W,   71.00  feet:   thence  N00'09'24"W,   79.00  feet;   thence  N89"50'36"E,   47.00  feet;   thence  N00"09'24"W,  15.00  feet;   thence
S89'50'36"W,  62.12  feet:  thence  N00'09'24"W,  32.00  feet;  thence  N89'50'36"E,  197.02  feet;  thence  N36'04'11"E,  37.20  feet  to  the  South  line  of lands described  on  Pages  4  through  6  in  Offlcfol  Records  Document  Number  20170695706,  of  the  Publlc  Records  of  Orange  County, Florido;   thence  N89'50'51"E   clang  sold  South   line,  89.25  feet   to  Reference   Point  "A";   thence  deporting   said  South   line  run S36'04'11"W,

1

281.99  feet  to  the  point  of  curvature  of  a  curve  concave  Easterly  having  a  radius  of  329.00  feet  and   a   chord   bearing  of  S01'08'45"W; thence Southerly  along  the  arc  of  said  curve  through  a  central  angle  of  69'50'52"  for  a  distance  of  401.08  feet  to  the  point  of  tangency; thence  S33'46'41''E,  100.33  feet  to  the  paint  of  curvature  of  a  curve  concave  Sauthwesterly  having  a  radius  of  556.00  feet  and  a  chord  bearing  of  S26'28'27"E;  thence  Southeasterly  along  the  ore  of  said  curve  through  a  central  angle  of  14'36  28"  for  a  dletonce  of  141.75  feet  to the point of reverse curvature of a curve concave Northeasterly having a radius of 31.00 feet and a chord  bearing  of  S45'59'28"E;  thence Southeasterly  along  the  ore  of  said  curve  through  a  central  angle  of  53'38'30"  for  a  distance  of   29.02  feet  to  a   point  on  a   non-tangent curve concave Westerly having a radius  of  569.17  feet  and  a  chord  bearing  of  S06'08'34''W;  thence  Southerly  clang  the  ore  of  said  curve through a  central  angle  of  45•35•53•  for  a  distance  of  452.97  feet  to  the  point  of  compound  curvature  of  a  curve  concave  Northwesterly having  a  radius  of  394.17  feet  and  a  chord  bearing  of  S40'46'45"W;  thence  Southwesterly  along  the  arc  of  sold  curve  through  a   central  angle  of  23'40'29"  for  a  distance  of  162.87  feet  to  the  point  of  tangency;  thence  S52'37'00"W,  101.26  feet  to  the  point  of  curvature  of  a curve concave Southeasterly having a radius  of  305,83  feet  and  a  chord  bearing  of  S31'05'02"W;  thence  Southwesterly  along  the  arc  of  sold curve   through   a   central   angle  of   43'03'54"  for  a   distance  of   229.87  feet  to  the  point  of   tangency;   thence  S09'33'05"W,  18.93  feet   to the
point  of  curvature  of  a   curve  concave   Easterly   having   a   radius  of  100.00   feet   and   a   chord   bearing   of  S01'56'59"W;   thence   Southerly  along the  ore  of  said  curve  through  a  central  angle  of  15'12'13"  for  a  distance  of  26.54  feet  to  the  point  of  reverse  curvature  of  a   curve  concave  Westerly  having  a  radius  of  100.00  feet  and  a  chord  bearing  of  S01'56'59"W;  thence  Southerly  along   the   ore   of  said  curve   through   a   central angle  of  1512'13"  for  a  distance  of  26.54  feet   to   the   point   of   tangency;   thence   S09'33'05"W,   4.00   feet;   thence   S80*34'50"E,   24.46   feet; thence S09'25'10"W, 25.71 feet to POINT OF BEGINNING "A".
!LEGAL DESCRIPTION CONTINUED ON SHEET 10!

PREPARED FOR:	LAKE NONA TOWN CENTER
BOGGY CREEK IMPROVEMENT DISTRICT LOOP ROAD, LIFT STATION AND FORCEMAIN
TEMPORARY CONSTRUCTION LICENSE	
,., DONALD	W. MclNTOSH	Assoc1ATES,       INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE NORTI-1,  WINTER  PARK,  FLORIDA  32789 (407) 644-4D68
_	QIB_TlFICATE OF AUTHORIZATION NO. l868	
DRAWN BY: El! 	
DATE: 1 /2018	CHECKED BY:.sl, DATE: ---1flQ18_	JOB NO. 16193.011	SCALE
Nf!.	SHEET_   9c 	 OF	10	

Printed: Mon 19-Feb-2018 - 04:16PM

SL15141DESC	CS# 17-111(15)

SKETCH	OF DESCRIPTION

!LEGAL DESCRIPTION CONTINUED FROM SHEET 91
LESS:

SEE SHEETS 1 AND 2 FOR SKETCH
SEE SHEETS 3-6 FOR LESS OUT DETAILS SEE SHEET 7 FOR NOlES AND LEGEND
SEE SHEETS 8-10 FOR LEGAL DESCRIPTION

Commence at the  aforesaid  Reference  Point  "A":  thence  NB9'50'51"E  along  the  aforesaid  South  llne  of  lands  described  on  Pages  4  through  6 In Offlclol Records Document Number 20170695706 for a distance of 14.74 feet to the Northeasterly lfne of  sold lands  described  on Pages  4 through 6 in Official Records Document Number 20170695706; thence N23'17'53"W along said Northeasterly ltne, 13.82 feet to  POINT  OF BEGINNING "8"; thence continue N23'17'53"W along sold Northeasterly  line,  83.68  feet;  thence  departing  said  Northeasterly  line  run N36'04'11"E, 384.03 feet to the point of curvature of a curve concave Southeasterly having a radius  of  401.00  feet  and  a  chord  bearing  of N51'23'09"E;  thence  Northeasterly  along  the  ore  of  said  curve  through  a  central   angle  of   30'37'55"   for  a   distance  of   214.39  feet  to  the point  of  tangency.  thence  N66"42'07"E,  191.38  feet  to  the  point  of  curvature  of  a  curve  cancove  Southerly  having  a   radius  of  366.00  feet  and  a  chord  bearing  of  N86"13'26"E;   thence  Easterly  along  the  ore  of  said  curve  through  a  central  angle  of  39'02'40"  for  a  distance  of
249.41 feet to the point of tangency. thence S74'15'14"E, 90.52 feet to the point of curvature of a curve concave Northerly having a radius of   284.00  feet  and  a   chord   bearing   of   S83"36'22"E:   thence  Easterly  along   the   arc   of   said  curve   through   a   central   angle   of  18' 42 116"  for  a distance  of  92.71  feet  to  the  point  of  tangency.  thence  N87'02'30"E,  315.27  feet  to  the  point  of  curvature  of  a   curve  concave   Northerly having a radius of 284.00 feet and a chord bearing of N77"35'07"E;  thence  Easterly  along  the  arc  of  said  curve  through  a  central  angle  of 18"54'46"  for  a  distance  of  93.75  feet  to  the  point  of  tangency,  thence  N68'07'44"E,  292.43  feet  to  the  point  of  curvature   of   a   curve concave Southerly having a radius of 366.00 feet and  a  chord  bearing  of  S85'47'43"E;  thence  Easterly  along  the  ore  of  said  curve  through  a central  angle  of  52'09'06"  for  a  distance  of  333.14  feet  to  the  point  of  compound  curvature  of  a  curve  concave  Southwesterly  having   a  radius of  430.05  feet  and  a  chord  bearing  of  S40'24'55"E;  thence  Southeasterly  along  the  arc  of  said  curve  through  a  central  angle  of 38"36'29"  for  a  distance  of  289.79  feet  to  the  point  of  tangency,  thence  S21'06'41"E,  31.42  feet  to  the  point  of   curvature   of  a   curve concave Northeasterly having a radius of 285.00 feet  and  a  chord  bearing  of  S49'00'54"E;  thence  Southeasterly  along  the  ore  of  said  curve  through  a  central  angle  of  55"48'26"  for  a  distance  of   277.60  feet  to  the  point  of  compound   curvature  of  a  curve  concave  Northerly  having a  radius  of  100.00  feet  and  a  chord  bearing  of  N88"17'50"E;  thence  Easterly  along  the  arc  of  said  curve  through  a   central   angle  of 29"34'06" for a distance of 51.61  feet  to  the  point  of  reverse  curvature  of  a  curve  concave  Southerly  having  a  radius  of  100.00  feet  and  a  chord   bearing  of   N85"12'12"E:   thence  Easterly  along  the  ore  of  said  curve  through  a  central  angle  of  23'22'50"  for  a  distance  of  40.81 feet
to the point of tangency, thence S83"06'23"E, 5.86 feet; thence  N06'37'36"E,  10.36  feet;  thence  S83'06'39"E,  29.55  feet  to  the  Westerly rlght-of-woy line of Lake Nona Boulevard, according to the plot of LAKE NONA BOULEVARD SECOND  ADDITION,  as  recorded  In  Plot Book 72, Pages  97  through  99,  of  the  Public  Records  of  Orange  County,  Florido,  and  a  point  on  a  non-tangent  curve  concave  Westerly  having  a  radius of 1644.92 feet and o chord bearing of  S04'10'32"W;  thence  Southerly  along  sold  Westerly  right-of-way  line  and  along  the  ore  of  said curve  through  a  central  angle  of  D5'19'46"  for  a  distance  of  153.00  feet  to  a  non-tangent  IJne;  thence  deporting  said  Westerly  right-of-way  line  run  N83'06'23"W,  36.59  feet;  thence  N06"53'37"E,  22.92  feet;  thence  N83*06'23"W,  4.00  feet  to  the  point  of  curvature  of  a  curve concave  Northerly  having  o radius  of 100,00  feet  and  a  chord  bearing  of  N76'41'13"W;  thence  Westerly  along  the  arc  of  sold  curve  through a
central   angle  of  12"50'19"  for  a  distance  of   22.41  feet  to  the  point  of   reverse  curvature   of  a   curve  concave  Southerly  having  o   radius   of
100.00 feet end a chord  bearing  of  N76'41'13"W;  thence  Westerly  along  the  arc  of  said  curve  through  a  central  angle  of  12'50'19"  for  a  distance  of  22.41  feet  to  the  point  of  tangency;  thence  N83'06'23"W,  17.00  feet  to  the  point  of  curvature  of  a  curve  concave  Northerly   having a radius of 382.00 feet and a chord bearing of N71"27'20"W; thence  Westerly  along  the  arc  of  said  curve  through  a  central  angle  of 2318'05" for  a  distance  of  155.35  feet  to  the  point  of  compound  curvature  of  a  curve  concave  Northeasterly  having  a  radius  of  331.89  feet and  a  chord  bearing  of  N40'27'29"W;  thence  Northwesterly  along  the  ore  of  sold  curve  through  a  central  angle  of  38'41'37"  far  a  distance of
224.13 feet to the point of tangency, thence  N21"06'41"W,  102.72  feet  to  the  point  of  curvature  of  a  curve  concave  Southwesterly  having  a  radius of 294.00 feet and a chord  bearing  of  N66"29'28"W;  thence  Northwesterly  along  the  arc  of  said  curve  through  a  central  angle  of  90'45'35"  for  a  distance  of  465.71  feet  to  the  point  of  tangency;  thence  S68'07'44"W,  292.43  feet  to  the  point  of  curvature  of  a  curve  concave Northerly having o radius of 356.00 feet and a chord bearing  of  S77'35'07"W;  thence  Westerly  along  the  arc  of  sald  curve  through  o central  angle  of  18'54'46"  for  a  distance  of  117.51  feet  to  the  point  of  tangency.  thence  S87"02'30"W,   315.27  feet  to  the  point  of  curvature of o curve  concave  Northerly  having  o  radius  of  356.00  feet  and  a  chord  bearing  of  N83'36'22"W;  thence  Westerly  along  the  ore  of  sold  curve  through  a  central  angle  of  18'42'16"  for  a  distance  of  116.22  feet  to  the  point  of  tangency;  thence  N74"15'14"W,   90.52  feet  to  the point  of  curvature  of  a  curve  concave  Southerly  having  a  radius  of  294.00  feet  and  a  chord  bearing  of  S8613'26"W:  thence  Westerly  along the   ore   of  said   curve   through   a   central   angle  of  39'02'40"  for  a   distance  of   200.35  feet   to  the  point  of   tangency,   thence  S66'42'07"W,
191.38  feet  to  the  point  of  curvature  of  a  curve  concave  Southeasterly  having  a  radius  of   329.00  feet  and   a   chord   bearing   of   S51'23'09"W; thence  Southwesterly  along  the  ore  of  said  curve  through   o   central   angle   of   30'37'55"   for   a   distance   of   175.89   feet   to   the   point   of tangency,  thence  S36'04'11"W,  426.66  feet  to  POINT  OF  BEGINNING  "B".  This  descrlptlon   fs  based  on  Florida   State  Plane  Coordinate  System East Zone, average comb[ned scale factor of 0.99994883912, NAD 83 Datum (2011 adjustment) and all distances are grid dimensions.
Being subject to any rights-of-way, restrictions and easements of record.

PREPARED FOR:
BOGGY CREEK IMPROVEMENT DISTRICT

LAKE NONA TOWN CENlER
LOOP ROAD, LIFT STATION AND FORCEMAIN
TEMPORARY CONSTRUCTION LICENSE

1•1

DONALD	W. MclNTOSH	Assoc1ATEs,      INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK  AVENUE  NORTH,  WINTER  PARK,  FLORIDA  32789  (407) 644-4068

DRAWN BY: EtL_

CHECKED  BY:.:ill._I	NO.	I	SCALE	I	SHEET	10

DATE: 1/2018

----- CE R, TIF IC=A TE O F AUTHORIZATION NO. LB6B
JOB
DATE:    1/2018	16193.011	N/A	OF	10

Printed: Mon 19-Feb-2018 - 04:16PM

SL15141DESC	CS/I 17-111(15)

BOGGY CREEK IMPROVEMENT DISTRICT

Conveyance of Medical City Drive Extension

BOGGY CREEK IMPROVEMENT DISTRICT

Closing Statement and Schedule of Disbursements

BROAD
AND
CASSEL

CLOSING STATEMENT AND SCHEDULE OF DISBURSEMENTS
(Medical City Drive Extension - Parcel 19C)

GRANTOR: GRANTEE:

PROPERTY:

LAKE NONA LAND COMPANY, LLC, a Florida limited liability company

BOGGY CREEK IMPROVEMENT DISTRICT, a local unit of special-purpose government established pursuant to and governed by Chapter 190, Florida Statutes

See Exhibit "A" attached hereto and incorporated herein by reference (the
"Property")

TITLE AGENT/ CLOSING AGENT:

CLOSING DATE:

BROAD AND CASSEL LLP

Februmy 21, 2018

Conveyance Value	$	98,475.001

1 Conveyance Value is based on 1.313 acres x $75,000.00 per acre for a total Conveyance Value of$98,475.00.

EXPENSES:	CHARGE GRANTOR:	
Recording Fees:		
Eleventh Amendment Declaration of Covenants,		
Conditions, Restrictions and Easements for
Lake Nona South (Non-Residential) Community (5 pages)	
$	44.00	
Special Warranty Deed (9 pages)	$	78.00	
Documentary Stamp Tax	$	689.50	

Grant of Non-Exclusive Uti lity, Landscape, and Multi-Use Path Easement Agreement (13 pages) Documentary Stamp Tax

Subtotal

$	112.00
.$	.70

$	924.20

Title Charges:

Title Insurance Premium on Owner's Policy	

$	

566.38	
Title Search Fee (See Note 1)	$	300.00	
Title Update Fees (See Note 1)	_$		100.00	
Subtotal	$	966.38	

Miscellaneous Expenses:

2018 Real Estate Taxes (See Note 3)
Grantor's Attorneys' Fees and Costs2

Subtotal

TOTAL EXPENSES:

$	0.51
_$	TBD

$	0 . 51

$		l 1821.02

2 Grantor's Attorneys' Fees and Costs are estimated through the Closing Date. Grantor shall remain liable for the actual fees and costs including those incurred post-closing.

RECEIPTS:

Cash at Closing Less: Expenses

$	98,475.00
.$	l_.891.09

TOTAL RECEIPTS	_$	96.583.91
DIS BURSEMENTS:

Orange County Comptroller (Recording Fees and Documenta,y Stamp Taxes)	$

First American Title Insurance Company (Title Premium)	$	566.38	
First American Title Insurance Company (Title Search Fee)	$	300.00	
First American Title Insurance Company (Title Update Fees)	$	100.00	
Broad and Cassel LLP (Grantor's Attorneys' Fees and Costs)	$	TBD	
Lake Nona Land Company, LLC (Net Proceeds to Grantor)	.$		96.,583.91	

Orange County Tax Collector (2018 Real Estate Taxes)	$
3.
4.
5.
6.
7.

924 .20
0 .51

TOTAL DISBURSEMENTS:	1	98.475.00

NOTES:

I.     Per Rule 690-186.003,  a title search charge, abstract fee and closing charges must be shown on  the closing statement.

2018 Advance Real Prope1ty Taxes. 2018 real estate taxes have been prorated based upon the tax cutout value for a portion of Parcel Identification Number 36-24-30-0000-00004 as provided by the Orange County Tax Collector in that certain conespondence dated February 5, 2018 set f01th in Exhibit "B" attached hereto and made a part hereof, at a per diem in the amount of
$0.01. Based upon a closing date of February 21, 2018, Grantor is responsible for 51 days for a total 2018 real estate taxes due in the amount of $0.51.

The pmties acknowledge that in preparing this Closing Statement and Schedule of Disbursements, Broad and Cassel LLP has necessarily relied upon the information provided by others and therefore cannot warrant the accuracy of that information. The pmties agrees to cooperate after closing to c01Tect or adjust this Closing Statement and Schedule of Disbursements, and to reimburse or pay appropriate amonnts, in order to ensure that this Closing Statement and Schedule of Disbursements properly reflects the transaction. This Closing Statement and Schedule of Disbursements may be executed in multiple counterpmts, each of which shall constitute an original, but all taken together shall constitute one and the same Closing Statement and Schedule of Disbursements.

TIDS   CLOSING	STATEMENT   AND   SCHEDULE	OF  DISBURSEMENTS	HAS BEEN
EXAMINED  AND APPROVED as of the  		day of  	,2018.

GRANTOR:

The undersigned hereby certifies that they have carefully reviewed the foregoing Closing Statement and Schedule of Disbursements, and that they approve and agree to the payment of all fees, costs, expenses and disbursement as reflected on the foregoing Closing Statement and Schedule of Disbursements to be paid on their behalf. The undersigned further certifies  that  they  have received  a copy of  this Closing Statement and Schedule of Disbursements.

LAKE NONA LAND COMPANY, LLC,
a Florida limited liability company

By: ;:-::::::: horil.	--
James L. Zboril, President

GRANTEE:

The undersigned hereby certifies that they have carefully reviewed the foregoing Closing Statement and Schedule of Disbursements, and they approve and agree to the payment of all fees, costs, expenses and disbursement as reflected on the foregoing Closing Statement and Schednle of Disbursements to be paid on their behalf. The undersigned  fmiher certifies that they  have received  a  copy of this Closing Statement  and Schedule of Disbursements.

BOGGY CREEK IMPROVEMENT
DISTRICT, a local unit of special-purpose government established pursuant to and governed by Chapter 190, Florida Statutes

NBy:  am   e   :--------------
Title.: 	

4849,4941-0139.4

-6-

Settlement Agent Certification

I have reviewed the foregoing Closing Statement and Schedule of Disbursements, the lender's closing instructions if applicable, and any and all other forms relative to the escrow funds, including any disclosure of the Florida title insurance premiums being paid, and I agree to disburse the escrow funds in accordance with the te1ms of this transaction and Florida law.

Settlement Agent Signature

Broad and Cassel LLP	 Settlement Agent Name

Broad and Cassel LLP	

Date Signed

 	NIA	
Florida License Number

 	NIA	

Title Agency Holding Funds	Florida License Number

4849-4941-0139.4

-7-

EXHIBIT "A"

Property

That part of Section 26, Township 24 South, Range 30 East, Orange County, Florida, described as follows:

Commence at the Southwest corner of the Southeast 1/4 of said Section 26; thence S86°57'14"W along the South line of the Southwest 1/4 of said Section 26, for a distance of 43.18 feet; thence departing said South line run Nl2°38'52"W, 233.60 feet to the point of curvature of a curve concave Westerly having a radius of 1196.00 feet and a chord bearing of N14°08'56"W; thence Northerly along the arc of said curve through a central angle of 03°00'09" for a distance of 62.67 feet to the POINT OF BEGINNING; thence continue Northerly along the arc of said curve having a radius of 1196.00 feet, a chord bearing of N26°00'04"W, through a central  angle of 20°42'07" for a distance of 432.13 feet to the point of reverse curvature of a curve concave Northeasterly having a radius of 20.00 feet and a chord bearing of N24°24'41"W; thence Northwesterly along  the arc of said curve through a central angle of23°52'53" for a distance of 8.34 feet to the point of reverse curvature of a curve concave Westerly having a radius of 1203.42 feet and a chord bearing of N12°39'51"W; thence Northerly along the arc of said curve through a central angle  of 00°23'14" for a distance of 8.13 feet to the point of compound curvature of a curve concave Southwesterly having a radius of 35.00 feet and a chord bearing of N25°40'15"W; thence Northwesterly along the arc of said curve through a central angle of 25°37'35" for a distance of
15.65 feet to the point of tangency; thence N38°29'03"W, 12.01 feet to the Southerly right-of-way line of Laureate Boulevard according to the plat of LAKE NONA BOULEY ARD THIRD ADDITION, as recorded in Plat Book 72, Pages 135 through 139, of the Public Records  of Orange County, Florida and a point on a non-tangent curve concave Northwesterly having  a radius of 1480.00 feet and a chord bearing of S56°45'51"W; thence Southwesterly along said Southerly right-of-way line and the arc of said curve through a central angle of 06°07'11" for a distance of 158.07 feet to a radial line; thence departing said Southerly right-of-way line run S30°10'34"E along said radial line, 60.00 feet to a point on a non-tangent curve concave Southerly having a radius of 40.00 feet and a chord bearing of S76°56'07"E; thence Easterly along the arc of said curve through a central angle of 86°28'53" for a distance of 60.38 feet to the point of compound curvature of a curve concave Southwesterly having a radius of 1076.00 feet and a  chord bearing of S24°40'21"E; thence Southeasterly along the arc of said curve through a central angle of 18°02'40" for a distance of 338.87 feet to a radial line; thence N74°20'59"E along said radial line, 120.00 feet to the POINT OF BEGINNING

A-I
4849-4941-0]39.4
31762/0003

EXHIBIT "B"

Tax Cut-Out

B-1
4849-4941"0139.'I
3 !762/0003

BOGGY CREEK IMPROVEMENT DISTRICT

Special Warranty Deed

Prepared By and Return To:

Sara W. Bernard, P.A. Broad and Cassel LLP Bank of America Center
P.O. Box 4961
Orlando, Florida 32802-496 l

SPECIAL WARRANTY DEED
(Medical City Drive Extension - Parcel 19C)

THIS SPECIAL WARRANTY DEED is made as of the_ day of  	,2018, by LAKE NONA LAND COMPANY, LLC, a Florida limited liability company, whose address is 6900 Tavistock Lakes Boulevard, Suite 200, Orlando, Florida 32827 (the "Grantor"), to and in favor of BOGGY CREEK IMPROVEMENT DISTRICT, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, whose address is c/o Fishkind & Associates, Inc., 12051 Corporate Boulevard, Orlando, Florida 32817 (the "Grantee").

WITNES SETH:

That Grantor, for and in consideration of the sum of Ten and 00/IO0 Dollars ($10.00) and other valuable consideration, the receipt of which is hereby acknowledged, subject to the matters listed herein, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto Grantee, all that certain land situate in Orange County, Florida, more particularly described in Exhibit "A" attached hereto and incorporated herein by this reference (the "Property").

TOGETHER, with all the tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining.

TO HAVE AND TO HOLD, the same in fee simple forever.

AND, Grantor hereby covenants with Grantee that Grantor is lawfully seized of the Property in fee simple; that Grantor has good right and lawful authority to sell and convey the Prope,ty and hereby wanants the title to the Prope1iy and will defend the same against the lawful claims of all persons claiming by, through, or under Grantor; subject to (i) easements, restrictions, limitations and conditions of record if any now exist but this reference shall not serve to reimpose same; (ii) all applicable zoning and other land use regulations or restrictions; and (iii) the matters set forth in Exhibit "B" attached hereto and incorporated herein by this reference (the "Permitted Exceptions").

IN WITNESS WHEREOF, the said Grantor has hereunto set its hand and seal the day and year first above written.

Signed, sealed and delivered in the presence of:

Print Name: 	_

LAKE NONA LAND COMPANY, LLC,
a Florida limited liability company

By:--J-am-e-s:L;. :Z:bo:ril, Prreislid,enht

Print Name: 	_

STATE OF FLORIDA	)
)
COUNTY OF ORANGE	)

The foregoing instrument was acknowledged before me this 		day of 	,
2018, by James L. Zboril, as President of LAKE NONA LAND COMPANY, LLC, a Florida limited liability company, on behalf of said company. He is LJ personally known to me or LJ has produced 	as identification.

(Signature ofNotary Public)

(Typed name ofNotary Public) Notary Public, State of Florida
Commission No.: 	_
My Commission Expires: 	_

EXHIBIT "A" PROPERTY
That paii of Section 26, Township 24 South, Range 30 East, Orange County, Florida, described as
follows:

Commence at the Southwest comer of the Southeast 1/4 of said Section 26; thence S86°57'14"W along the South line of the Southwest 1/4 of said Section 26, for a distance of 43.18 feet; thence departing said South line run Nl2°38'52"W, 233.60 feet to the point of curvature of a curve concave Westerly having a radius of 1196.00 feet and a chord beai-ing ofNl4°08'56"W; thence Northerly along the arc of said curve through a central angle of 03°00'09" for a distance of 62.67 feet to the POINT OF BEGINNING; thence continue No1iherly along the arc of said curve having a radius of 1196.00 feet, a chord bearing of N26°00'04"W, through a central angle of 20°42'07" for a distance of 432.13 feet to the point of reverse curvature of a curve concave N01iheasterly having a radius of 20.00 feet and a chord bearing ofN24°24'41"W; thence Northwesterly along the arc of said curve through a central angle of 23°52'53" for a distance of 8.34 feet to the point of reverse curvature ofa curve concave Westerly having a radius of 1203.42 feet and a chord bearing ofNl2°39'51 "W; thence Northerly along the arc of said curve through a central angle of00°23'14" for a distance of 8.13 feet to the point of compound curvature of a curve concave Southwester!y having a radius of 35.00 feet and a chord beai·ing ofN25°40'15"W; thence Northwesterly along the arc of said curve through a central angle of25°37'35" for a distance of 15.65 feet to the point of tangency; thence N38°29'03"W, 12.01 feet to the Southerly right-of-way line of Laureate Boulevard according to the plat of LAKE NONA BOULEY ARD THIRD ADDITION, as recorded in Plat Book 72, Pages 135 through 139, of the Public Records of Orange County, Florida and a point on a non-tangent curve concave Northwesterly having a radius of 1480.00 feet and a chord bearing ofS56°45'5 l "W; thence Southwesterly along said Southerly right-of-way line and the arc of said curve through a central angle of 06°07'11" for a distance of 158.07 feet to a radial line; thence departing said Southerly right-of-way line run S30°10'34"E along said radial line, 60.00 feet to a point on a non-tangent curve concave Southerly having a radius of 40.00 feet and a chord bearing of S76°56'07"E; thence Easterly along the arc of said curve through a central angle of 86°28'53" for a distance of 60.38 feet to the point of compound curvature of a curve concave Southwesterly having a radius of 1076.00 feet and a chord bearing of S24°40'21"E; thence Southeasterly along the arc of said curve through a central angle of 18°02'40" for a distance of
338.87 feet to a radial line; thence N74°20'59"E along said radial line, 120.00 feet to the POINT OF BEGINNING..

EXHIBIT "B" PERMITTED EXCEPTIONS

Taxes and assessments for the year 2018, and subsequent years, which are not yet due and payable.
Orange County/Lake Nona Corporation Water and Wastewater Utilities Agreement Contract No. 86-SW-0l dated August 11, 1986 by and between Orange County, a political subdivision of the State of Florida, and Lake Nona Corporation, a Florida corporation, recorded August 25, 1986 in Official Records Book 3814, Page 2159; First Amendment to Orange County/Lake Nona Corporation Water and Wastewater Utilities Agreement Contract No. SW-86-01 dated August 15, 1988 and recorded August 25, 1988 in Official Records Book 4008, Page 3245; Lake Nona Utility Agreement dated June 30, 1994 by and between the City of Orlando, a municipal corporation organized under the laws of the State of Florida, and Lake Nona Corporation, a Florida corporation, recorded July 5, 1994 in Official Records Book 4764, Page 1185; First Amendment to Lake Nona Utility Agreement dated September 28, 1998 by and between the City of Orlando, Florida, a municipal corporation organized under the laws of the State of Florida, and Lake Nona Prope1iy Holdings, Inc., a Florida corporation, recorded November 20, 1998 in Official Records Book 5620, Page 2327; Second Amendment to Lake Nona Utility Agreement by and between the City of Orlando, a municipal corporation organized under the laws of the State of Florida, Lake Nona Property Holdings, Inc., a Florida corporation, successor in interest to Lake Nona Corporation, and Lake Nona Land Company, a Florida corporation, recorded November 20, I 998 in Official Records Book 5620, Page 2331; and Third Amendment to Lake Nona Utility Agreement by and between the City of Orlando, Florida, a municipal corporation organized under the laws of the State of Florida, and Lake Nona Property Holdings, Inc., a Florida corporation, recorded September 29, 2000 in Official Records Book 6097, Page 4121, all in the Public Records of Orange County, Florida.
Declaration of Covenant and Waiver dated November 12, 1987 by Lake Nona Corporation recorded February 29, 1988 in Official Records Book 3961, Page 1078 in the Public Records of Orange County, Florida.
Declaration and Dedication of Avigation Easement dated November 12, 1987 by Lake Nona Corporation recorded February 29, 1988 in Official Records Book 3961, Page 1089; as amended by that certain Amendment to Declaration and Dedication of Avigation Easement recorded July 23, 2008 in Official Records Book 9735, Page 3416, all in the Public Records of Orange County, Florida.
Terms and conditions contained in that certain Stipulated Final Judgment recorded August 5, 1994 in Official Records Book 4778, Page 1036, under Case No. CI-91-692 and CI-91-4738; as amended by that ce1iain First Amendment to Schedule A recorded November 20, 1998 in Official Records Book 5620, Page 2336; as further amended by that certain Amendment to Stipulated Settlement Agreement recorded July 23, 2008 in Official Records Book 9735, Page 3410, all in the Public Records of Orange County, Florida.

Developer's Agreement dated May 4, 1994 by and between the City of Orlando, Lake Nona Corporation and Orlando Utilities Commission recorded July 16, 1996 in Official Records Book 5090, Page 924, in the Public Records of Orange County, Florida.

Assignment and Agreement Regarding Development Rights and Obligations dated February 14, 1997 by and among Lake Nona Prope1iy Holdings, Inc., as Trustee under that Ce1iain Land Trust Agreement Dated as of March 5, 1996, Lake Nona Land Company, Lake Nona Estates I, Inc., LNAP, Inc. and Lake Nona Prope1iy Holdings, Inc. recorded February 18, 1997 in Official Records Book 5202, Page 4038, in the Public Records of Orange County, Florida.

Notice of Establishment of the Boggy Creek Improvement District, a Community Development District recorded December 20,200 I in Official Records Book 6417, Page 3725; as amended by that ce1iain Notice of Boundary Amendment of the Boggy Creek Improvement District recorded January 12, 2004 in Official Records Book 7261, Page 3561; as fmiher amended by that ce1iain Notice of Boundary Amendment of the Boggy Creek Improvement District recorded March 31, 2006 in Official Records Book 8559, Page 221; as further amended by that certain Notice of Boundary Amendment of the Boggy Creek Improvement District recorded June 3, 2008 in Official Records Official Records Book 9706, Page 10830; and as further amended by that certain Notice of Boundary Amendment of the Boggy Creek Improvement District recorded November 11, 2016 in Instrument No. 20160591805, all in the Public Records of Orange County, Florida.

Interlocal Agreement by and between City of Orlando, Florida and Boggy Creek Improvement District recorded February 7, 2002 in Official Records Book 6452, Page 6958; as amended by that certain First Amendment to Interlocal Agreement recorded April 11, 2003 in Official Records Book 6865, Page 2178; as further amended by that ce1iain Second Amendment to Interlocal Agreement recorded August 11, 2006 in Official Records Book 8800, Page 4934; as further amended by that ce1iain Third Amendment to Interlocal Agreement recorded June 12, 2008 in Official Records Book 9711, Page 2576, all in the Public Records of Orange County, Florida.

Ordinance Establishing a Community Development District, to be known as the Boggy Creek Improvement District recorded June 27, 2002 in Official Records Book 6554, Page 1847; as amended by that ce1iain Ordinance Expanding a Community Development District, Known as the Boggy Creek Improvement District, recorded April 11, 2003 in Official Records Book 6865, Page 2169, all in the Public Records of Orange County, Florida; as fmiher amended by that ce1iain unrecorded Ordinance Contracting the Boundaries of the Community Development District, Known as the Boggy Creek Community Development District [sic]; Providing a Severability Clause; and Providing an Effective Date, dated February 13, 2006; as fuiiher amended by that ce1iain an unrecorded Ordinance Amending the Boundaries of the Community Development District Known as the Boggy Creek Improvement; Providing a Severability Clause; and Providing an Effective Date approved on May 19, 2008.
Interlocal Agreement among the Boggy Creek Improvement District, the Myrtle Creek Improvement District and the Greeneway Improvement District Regarding the Construction, Management and Financing of Certain Infrastructure Improvements, recorded May 25, 2006 in Official Records Book 8663, Page 1398; as amended by that ce1iain First Amendment to

Interlocal Agreement among the Boggy Creek Improvement District, the Myrtle Creek Improvement District and the Greeneway Improvement District Regarding the Construction, Management and Financing of Certain Infrastructure Improvements, recorded August 2, 2006 in Official Records Book 8782, Page 3865; as further amended by that certain Second Amendment to Interlocal Agreement among the Boggy Creek Improvement District, the Myrtle Creek Improvement District and the Greeneway Improvement District Regarding the Construction, Management and Financing of Certain Infrastructure Improvements, recorded September 23, 2008 in Official Records Book 9765, Page 4236; as further amended by that certain Third Amendment to Interlocal Agreement among the Boggy Creek Improvement District, the Myrtle Creek Improvement District and the Greeneway Improvement District Regarding the Construction, Management and Financing of Certain Infrastructure Improvements, recorded October 21, 2008 in Official Records Book 9776, Page 9296, all in the Public Records of Orange County, Florida.
Master Declaration of Covenants, Conditions, Restrictions and Easements for Lake Nona South (Non-Residential) Community as recorded May 16, 2007 in Official Records Book 9262, Page 2354, as amended by that certain First Amendment to Master Declaration of Covenants, Conditions, and Restrictions for Lake Nona South (Non-Residential) Community, recorded March 3, 2008 in Official Records Book 9614, Page 392, as further amended by that certain Second Amendment to Master Declaration of Covenants, Conditions, and Restrictions for Lake Nona South (Non-Residential) Community, recorded June 17, 2008 in Official Records Book 9713, Page 5676, as further amended by that certain Third Amendment to Master Declaration of Covenants, Conditions, Restrictions and Easements for Lake Nona South (Non-Residential) Community, recorded November 6, 2008 in Official Records Book 9786, Page 1942, as assigned by that certain Assignment and Assumption ofDeclarant's Rights and Obligations, recorded April 8, 2009 in Official Records Book 9855, Page 5702, as further amended by that certain Fourth Amendment to Master Declaration of Covenants, Conditions and Restrictions for Lake Nona South (Non-Residential) Community, recorded November 3, 2009 in Official Records Book 9957, Page 2681, as further amended by that certain Fifth Amendment to Master Declaration of Covenants, Conditions, Restrictions and Easements for Lake Nona South (Non-Residential) Community, recorded December 22, 2010 in Official Records Book 10150, Page 4154, as further amended by that certain Sixth Amendment to Master Declaration of Covenants, Conditions, Restrictions and Easements for Lake Nona South (Non-Residential) Community, recorded May 9, 2011 in Official Records Book 10211, Page 4081, as assigned by that certain Assignment and Assumption of Declarant's Rights and Obligations, recorded January 27, 2012 in Official Records Book 10323, Page 7525, as further amended by that certain Seventh Amendment to Master Declaration of Covenants, Conditions, Restrictions and Easements for Lake Nona South (Non-Residential) Community, recorded November 15, 2012 in Official Records Book 10474, Page 9309, as further amended by that certain Eighth Amendment to Master Declaration of Covenants, Conditions, Restrictions and Easements for Lake Nona South (Non-Residential) Community, recorded December 28, 2012 in Official Records Book 10496, Page 6517, as further amended by that certain Ninth Amendment to Master Declaration of Covenants, Conditions, Restrictions and Easements for Lake Nona South (Non-Residential) Community, recorded August 5, 2013 in Official Records Book 10613, Page 5218, as further amended by that certain Tenth Amendment to Master Declaration of Covenants, Conditions, Restrictions and Easements for Lake Nona South (Non­ Residential) Community, recorded October 31, 2014 in Official Records Book 10828, Page

7540, and as further amended by that certain Eleventh Amendment to Master Declaration of Covenants, Conditions, Restrictions and Easements for Lake Nona South (Non-Residential) Community, recorded of even date herewith, all in the Public Records of Orange County, Florida, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin to the extent such covenant, conditions or restrictions violate 42 USC 3604(c).

City of Orlando Fourth Amended and Restated Development Order for the Lake Nona Development of Regional Impact, recorded December 4, 2007 in Official Records Book 9522, Page 525, as amended by that certain First Amendment to City of Orlando Fomih Amended and Restated Development Order for the Lake Nona Development of Regional Impact, recorded March 26, 2008 in Official Records Book 9640, Page 1888; as further amended by that certain Second Amendment to City of Orlando Fourth Amended and Restated Development Order for the Lake Nona Development of Regional Impact, recorded July 10, 2012, in Official Records Book 10406, Page 4222; as further amended by that certain Third Amendment to City of Orlando Fourth Amended and Restated Development Order for Lake Nona Development of Regional Impact recorded November 27, 2013 in Official Records Book 10670, Page 3145; as further amended by that certain Fourth Amendment to the Fourth Amended and Restated Development Order for Lake Nona Development of Regional Impact recorded September 3, 2015 in Official Records Book 10978, Page 6938, as further amended by that certain Fifth Amendment to the Fourth Amended and Restated Development Order for Lake Nona Development of Regional Impact recorded October 26, 2016 under Document Number 20160559864, together with that certain Amendment to Developer's Agreement Regarding Lake Nona recorded January 27, 2017 under Document Number 20 I 70053289, that certain Amended and Restated Developer's Agreement recorded February 3, 2017 under Document Number 20170067108, and that ce1iain Assignment of Entitlements by and between Lake Nona Prope1iy Holdings, LLC, a Florida limited liability company, and LNJJ, LLC, a Florida limited liability company recorded January 17, 2018 under Document Number 20180034750, all in the Public Records of Orange County, Florida.

Amended and Restated Declaration of Temporary Drainage Easement (P01iion of F-2/South Campus Drive) by Lake Nona Land Company, LLC, a Florida limited liability company, recorded December 13, 2007, in Official Records Book 9262, Page 2499, in the Public Records of Orange County, Florida.

An Ordinance of the City of Orlando, Florida, Amending and Restating the Development Requirements for the Lake Nona Planned Development, recorded January 11, 2008 in Official Records Book 9563, Page 1304; as amended by that certain Ordinance of the City of Orlando, Florida, Amending the Development Requirements for the Lake Nona Planned Development, recorded March 26, 2008 in Official Records Book 9640, Page 1912; as further amended by that certain Ordinance of the City of Orlando, Florida, Amending the Development Requirements for the Lake Nona Planned Development recorded August 23, 2012 in Official Records Book 10430, Page 5591; as further amended by that ce1iain Ordinance of the City of Orlando, Florida, Amending the Development Requirements for the Lake Nona Planned Development, recorded November 27, 2013 in Official Records Book 10670, Page 3237; as further amended by that ce1iain unrecorded Ordinance of the City of Orlando, Florida, Amending the Development Requirements for the Lake Nona Planned Development dated July

13, 2015; as further amended by that ce1iain Ordinance of the City of Orlando, Florida, Amending the Development Requirements for the Lake Nona Planned Development, recorded September 11, 2015 in Official Records Book 10982, Page 938; and that certain Assigmnent of Entitlements by and between Lake Nona Prope1iy Holdings, LLC, a Florida limited liability company, and LNJJ, LLC, a Florida limited liability company recorded January 17, 2018 under Document Number 20180034750, all in the Public Records of Orange County, Florida.

Grant of Non-Exclusive Access & Utilities Easement (Lake Nona South) by and between Lake Nona Land Company, LLC, a Florida limited liability company, as grantor, and 827 Communications, LLC, a Florida limited liability company, as grantee, recorded April 3, 2009 in Official Records Book 9853, Page 6337; as affected by subsequent Grant ofNon-Exclusive Access & Utilities Easement (Lake Nona South) in favor of Bright House Networks, LLC recorded April 3, 2009 in Official Records Book 9853, Page 6386; and Co1Tective Grant of Non-Exclusive Access & Utilities Easement (Phase 1) in favor of Embarq Communications, Inc., d/b/a Century Link Communications recorded August 11, 2010 in Official Records Book 10088, Page 1716, all in the Public Records Orange County, Florida.

Bill of Sale in favor of 827 Communications, LLC recorded April 3, 2009 in Official Records Book 9853, Page 6328; and subsequent Bill of Sale in favor of Bright House Networks, LLC recorded April 3, 2009 in Official Records Book 9853, Page 6377, both in the Public Records of Orange County, Florida.
Boggy Creek Improvement District's Notice of Imposition of Special Assessments recorded August 9, 2010 in Official Records Book 10086, Page 5970, in the Public Records of Orange County, Florida.
Declaration of Consent to Jurisdiction of Boggy Creek Improvement District and To Imposition of special Assessments recorded January 5, 2011 in Official Records Book 10155, Page 1112, in the Public Records of Orange County, Florida.

Lien of Record of Boggy Creek Improvement District recorded January 7, 2011 in Official Records Book 10156, Page 9442, in the Public Records of Orange County, Florida.

Disclosure of Public Financing and Maintenance of Improvements to Real Property Undertalcen by The Boggy Creek Improvement District recorded May 4, 2011 in Official Records Book 10209, Page 20, as amended by that certain Amended Disclosure of Public Financing and Maintenance oflmprovements to Real Property Unde1iaken by the Boggy Creek Improvement District recorded June 27, 2013 in Official Records Book 10592, Page 1773, both in the Public Records of Orange County, Florida.

Declaration of Consent to Jurisdiction of Boggy Creek Improvement District and To Imposition of Special Assessments recorded April 29, 2013 in Official Records Book 10561, Page 4546, in the Public Records of Orange County, Florida.

Boggy Creek Improvement District's Notice of Imposition of Special Assessments recorded May 3, 2013 in Official Records Book 10564, Page 2953, in the Public Records of Orange County, Florida.

Declaration of Prohibited Uses by Lake Nona Land Company, LLC, a Florida limited liability company, recorded December 29, 2016 under Document Number 20160672579, as amended by that certain First Amendment to Declaration of Prohibited Uses by Lake Nona Land Company, LLC, recorded May 31, 2017, and as re-recorded July 7, 2017 under Document Number 20170375190, all in the Public Records of Orange County, Florida.

BOGGY CREEK IMPROVEMENT DISTRICT

Grant of Non-Exclusive Utility Landscape and Multi-Use Easement Agreement

Prepared By and Return To:

Sara W. Bernard, P.A. Broad and Cassel LLP Bank of America Center
P.O. Box 4961
Orlando, Florida 32802-4961

GRANT OF NON-EXCLUSIVE
UTILITY, LANDSCAPE, AND MULTI-USE PATH EASEMENT AGREEMENT
(Medical City Drive Expansion - Parcel 19C)

THIS  GRANT  OF  NON-EXCLUSIVE  UTILITY,  LANDSCAPE,  AND MULTI­
USE  PATH  EASEMENT  AGREEMENT  ("Agreement")  is made  and  entered  into as of the
 		day of 	, 2018 (the "Effective Date") by LNJJ, LLC, a
Florida limited liability company, whose address is 6900 Tavistock Lakes Boulevard, Suite 200, Orlando, Florida 32827 ("Grantor"), to and in favor of LAKE NONA LAND  COMPANY, LLC, a Florida limited liability company, whose address is 6900 Tavistock Lakes Boulevard, Suite 200, Orlando, Florida 32827 ("Grantee") (Grantor and Grantee are sometimes together refe1Ted to herein as the "Parties", and separately as the "Party").

WITNESSETH:

WHEREAS, Grantor holds fee simple title to that certain real prope1iy located in Orange County, Florida, being more particularly described on Exhibit "A" attached hereto and by this reference incorporated herein (the "Easement Area"); and

WHEREAS, the Easement Area is contemplated to serve as a corridor for ce1iain utilities, landscaping, a multi-use trail and related improvements; and

WHEREAS, Grantor desires to give, grant, and convey in favor of Grantee a perpetual, non-exclusive access, utilities, landscaping, pedestrian access and multi-use trail easement on, upon, over, under, across and through the Easement Area and a perpetual, non-exclusive construction easement on, upon, over, under, across and tlu·ough the Construction Easement Area (as defined herein) subject to the terms of this Agreement.
NOW, THEREFORE, for and in consideration of Ten and No/100 Dollars ($10.00) in hand paid by the Grantee to the Grant01-, the mutual covenants and agreements herein set fo1ih and other good and valuable consideration, the receipt, adequacy and sufficiency of which are hereby expressly acknowledged by the paiiies, the parties do hereby agree as follows:

Recitals. The foregoing recitals ai·e true and correct and are incorporated herein by this reference.

-1-

Creation of Perpetual Easement.
Grantor hereby gives, grants and conveys in favor of Grantee, its successors and assigns, a perpetual, non-exclusive easement (the "Mnlti-Pnrpose  Easement") on, upon, over, under, across and tln·ough the Easement Area for the purpose of ingress, egress and access to and for the construction, installation, operation, repair, maintenance, use and replacement of (i) certain improvements for utilities, which improvements may include without limitation, facilities for the provision of power, water, chilled water, sewer,  stormwater, reclaimed water, communication services, water plugs, water meters, transformer  pads, manholes, utility pads, electrical meters, switch boxes, together with any and all equipment and accessories necessary and/or desirable for said utilities, including, but not limited to temporary utility facilities; (ii) landscaping, hardscaping and in-igation systems, including, but not limited to, grass, sodding, shrubbery, plants, flowers, bushes, street trees and mulch; and (iii) a multi-use trail for purposes of walking, running, biking, skating, and other related uses (including, without limitation, fitness checkpoints) together with pedestrian access ways and connection points thereto (with all of the foregoing being hereinafter refen-ed to collectively as the "Facilities"). Notwithstanding the foregoing, nothing contained herein shall be deemed to create or grant any right to use the Easement Area for the provision of general utilities or communication services in favor of the general public or any utility provider except as may be specifically granted by separate WTitten instrnment by either Grantor or Grantee.
Grantor hereby gives, grants, and conveys in favor of Grantee, its successors and assigns, a perpetual, non-exclusive easement (the "Construction Easement") on, upon, over, under, across and through the Easement Area plus, if necessary, an additional area five (5) feet in width abutting the East boundary of the Easement Area (the "Construction Easement Area") for the construction, installation, repair, maintenance, replacement and relocation of the Facilities. In the event that Grantee causes damage to the  Construction Easement Area, or any grass, landscaping, or improvements located therein, arising out of the exercise of the easement rights granted herein, Grantee agrees to restore the Construction Easement Area, grass, landscaping, and improvements therein so damaged to the condition and grade that existed immediately prior to such damage, normal wear and tear excepted.
The Multi-Purpose Easement and the Construction Easement shall be referred to herein collectively as the "Easement". The Easement Area and the Construction Easement Area shall be referred to herein collectively as the "Easement Areas".
Maintenance. Grantee shall maintain, repair and replace all Facilities within the Easement Area in good working condition and appearance in accordance with all applicable permits and other governmental requirements at no cost to Grantor.

Insurance. Grantee and/or any contractors performing work for Grantee on the Easement Areas, shall at all times maintain general public liability insurance to afford protection against any and all claims for personal injury, death or prope1ty damage arising directly or indirectly out of the exercise of the rights and privileges granted. Said insurance shall be issued by solvent, reputable insurance companies authorized to do business in the State of Florida, naming Grantor and Grantee as insureds, as their interests may appear, in a combined-single  limit of not less than $1,000,000.00 with respect to bodily injury or death and prope1ty damage.
-2-

Said insurance shall also be primary, and not contributory, as to any insurance coverage maintained by Grantor. Grantor shall deliver to Grantee a certificate or ce1tificates evidencing such insurance prior to entering upon the Easement Areas.
Indemnity. Grantor agrees to defend, indemnify and hold Grantee haimless from and against any and all claims, suits, judgments, demands, costs and expenses, including attorney's fees of any kind or nature whatsoever related to this Agreement arising out of or caused by any act or omission of Grantor, its agents, employees, consultants, representatives, and contractors (and their subcontractors, employees and materialman). Grantee agrees to defend, indenmify and hold Grantor haimless from and against any and all claims, suits, judgments, demands, cost and expenses, including attorney's fees of any kind or nature whatsoever related to this Agreement ai·ising out of or caused by any act or omission of Grantee in the exercise of its rights granted hereunder.
Compliance with Laws. Any rights granted hereunder shall be exercised only in accordance and compliance with any and all applicable laws, ordinances, rules, regulations, permits and approvals, and any future modifications or amendments thereto.
Obligations of Grantee. Any rights granted hereunder shall be exercised by Grantee only in accordance and compliance with any and all applicable laws, ordinances, rules, regulations, permits and approvals, and any future modifications or amendments thereto. Grantee shall not dischai·ge into or within the Easement Areas any hazardous or toxic materials or substances, any pollutants, or any other substances or materials prohibited or regulated under any federal, state or local law, ordinance, rule, regulation or permit, except in accordance with such laws, ordinances, rules, regulations and pe1mits.
No Public Dedication. Nothing contained in this Agreement shall create or shall be deemed to create any easements or use rights in the general public or constitute a public dedication for any public use whatsoever.
Beneficiaries of Easement Rights. The Easement set forth in this Agreement shall be for the benefit and use of Grantee and its successors and assigns, and their, agents, employees, consultants, representatives, contractors (and their subcontractors, employees and materialmen), and shall be binding upon the Easement Areas and shall be a covenant running with the title to the Easement Areas. The Easement hereby created and granted includes the creation of all incidental rights reasonably necessary for the use and enjoyment of the Easement Areas for its intended purpose, including, specifically, the right of entry for pu1poses of maintenance, operation, repair and construction within the Easement Areas of any Facilities now or hereafter located therein, subject to the limitations set fmih herein.
Assignment and Termination. Grantee may assign its rights and obligations under this Agreement at any time to any association, entity, utility provider, municipality, district or other governmental authority that agrees to construct and/or maintain the Facilities in accordance with the terms of this Agreement, whereupon Grantee shall be released from all obligations and liabilities hereunder, except for those matters arising prior to such assignment for which Grantee is obligated and liable for hereunder.

-3-

Amendments. This Agreement may not be amended, modified, altered, or changed in any respect whatsoever, except by an instrument in writing duly executed by both parties, without joinder of any other parties being required, except as otherwise provided herein, and recorded in the Public Records of Orange County, Florida. Upon request of the Grantee and subject to Grantor's consent, which consent will not be unreasonably withheld, conditioned or delayed, Grantor will amend this Agreement to modify the legal description of the Easement Area to conform to the final location of the Facilities contemplated to be constructed.
Notices. Any notices which may be permitted or required hereunder shall be in writing, shall contain the words "LEGAL NOTICE" in the subject / Re: line, and shall be deemed to have been duly given (i) one day after depositing with a nationally recognized overnight courier service, or (ii) on the day of hand delivery (provided such delivery occurs prior to 5:00 pm, E.S.T. or E.D.T., as applicable), to the address listed below or to such other address as a Party may from time to time designate by written notice in accordance with this paragraph:

To Grantor:	LNJJ, LLC
6900 Tavistock Lakes Boulevard, Suite 200
Orlando, Florida 32827
Attention: Jarnes L. Zboril, President

With a copy to:

With a copy to:

To Grantee:

With a copy to:

LNJJ, LLC
6900 Tavistock Lakes Boulevm·d, Suite 200
Orlando, Florida 32827
Attention: Michelle Rencoret, Vice President & General Counsel and
Broad and Cassel LLP
390 North Orange Avenue, Suite 1400
Orlando, Florida 32801 Attention: Sara W. Bernard, P.A.

Lake Nona Land Company, LLC
6900 Tavistock Lakes Boulevard, Suite 200
Orlando, Florida 32827
Attention: James L. Zboril, President and
Lake Nona Land Company, LLC
6900 Tavistock Lakes Boulevard, Suite 200
Orlando, Florida 32827
Attention: Michelle Rencoret, Vice President & General Counsel and
-4-

With a copy to:	Broad and Cassel LLP
390 North Orange Avenue, Suite 1400
Orlando, Florida 32801 Attention: Sara W. Bernard, P.A.

Liens. Grantee shall not permit (and shall promptly satisfy or bond) any construction, mechanic's lien or encumbrance against the Easement Areas or any other real property in connection with the exercise of rights hereunder.
Use of Easement Areas. It is acknowledged and agreed that the Easement granted under this Agreement is not an exclusive easement and that Grantor shall have the right to use and enjoy the Easement Areas in any manner not inconsistent with the easement rights created herein. The parties acknowledge that the paving, crossing and use of the Easement Areas for driveways and other access into the Property is not inconsistent with the easement rights granted herein.
Attorneys' Fees. Should any action be brought arising out of this Agreement, including, without limitation, any action for declaratory or injunctive relief, or any action for the enforcement hereof, the predominantly prevailing party shall be entitled to reasonable attorneys' fees and costs and expenses of investigation, and costs of collection, all as actually incmred, including, without limitation, attorneys' fees, costs, and expenses of investigation incurred before, during or after trial or in any appellate proceedings or in any action or pa1iicipation in, or in connection with, any case or proceeding under the United States Bankruptcy Code, or any successor statutes. Any judgment or decree rendered in any such actions or proceedings shall include the award of attorneys' fees, costs, and expenses, as just described. The terms of this section shall survive any termination of this Agreement.
Miscellaneous. If any provision of this Agreement, or portion thereof, or the application thereof to any person or circumstances, shall, to the extent be held invalid, inoperative or unenforceable, the remainder of this Agreement, or the application of such provision or portion thereof to any other persons or circumstances, shall not be affected thereby, and each provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law. This Agreement shall be construed in accordance with the laws of the State of Florida. Venue for any proceeding brought hereunder shall be Orange County, Florida. The section headings in this Agreement are for convenience only, shall in no way define or limit the scope or content of this Agreement, and shall not be considered in any construction or interpretation of this Agreement or any paii hereof. Where the sense of this Agreement requires, any reference to a term in the singular shall be deemed to include the plural of said term, and any reference to a term in the plural shall be deemed to include the singulai· of said term. Time is the essence of this Agreement.

[SIGNATURES APPEAR ON THE FOLLOWING PAGES]

-5-

4822-7405-7564.5
31762/0003

IN WITNESS WHEREOF, Grantor and Grantee have caused this Agreement to be executed as of the day and year first written above.
WITNESSES:	"GRANTOR"

Signed, sealed and delivered In the presence of:

LNJJ,LLC,
a Florida limited liability company

Print Name:-------------

By: 		_ James L. Zboril, President

Print Name: 	_

STATE OF FLORIDA COUNTY OF ORANGE

The	foregoing	instrument	was	acknowledged	before	me	this	 		day	of
 	,2018,  by James L. Zboril, as President  ofLNJJ, LLC, a Florida limited liability company, on behalf of the company. He is LJ personally known to me or LJ has produced 		as identification.

Print Name:------------
Notmy Public, State of Florida
Commission No.:----------
My Commission Expires:. 	_

-6-

WITNESSES:	"GRANTEE"

Signed, sealed and delivered In the presence of:

LAKE NONA LAND COMPANY, LLC,
a Florida limited liability company

Print Name: 	_

ByJames L. Z:boril, President .rt-

Print Name: 	_

STATE OF FLORIDA COUNTY OF ORANGE

The	foregoing	instrument	was	acknowledged	before	me	this	 		day	of
 	, 2018, by James L. Zboril, as President of LAKE NONA LAND COMPANY, LLC, a Florida limited liability company, on behalf of the company.	He is LJ
personally	known	to    me   or   LJ	has	produced	 	as
identification.

Print Name: 	_ Notaiy Public, State of Florida
Commission No.:----------
My Commission Expires:. 	_

-7-

CONSENT OF TENANT

The undersigned, Johnson & Johnson Consumer, Inc., a  New  Jersey  c01poration ("Tenant"), as tenant of certain lands including the Easement Area pursuant to that certain Lease dated as of January 26, 2018, by and between Grantor, as landlord, and Tenant, hereby consents to  the execution of this Agreement by Grantor.

Signed, sealed and delivered in the presence of:

JOHNSON & JOHNSON CONSUMER, INC.,
a New Jersey corporation

Print Name:-------------

By: 	_
Name:-----------
Title:, 	_

Print Name:-------------

STATE OF	_	)
)
COUNTY OF	_	)

The

foregoing	instrument	was	acknowledged	before	me	this	 	

day	of

-------- 2018, --------- as 		of Johnson & Johnson Consumer, Inc., a New Jersey c01poration, on behalf of the corportation. He/She is personally known to me or has produced 	as identification.

(Signature of Notary Public)

(Typed name ofNotary Public)
Notary Public, State of 	_ Commission No., : 		_
My Commission Expires:, 	_

-8-

4822-7405-7564.5
31762/0003

EXHIBIT "A"

Easement Area

[See Attached Sketch of Description CS# 		- Pages]

A-1

4822-7405-756'1.5
31762/0003

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IMPROVEMENT DISlRICT

----	• 110/l•/l•I.-.."" - """"'

1 JI SERIES 2010 BOND IMPR0VEMENTSl_:;,::_I --::;·1 1 ..:,, I ,,::;::,, 1 1.:.1·:: ·1--:.,
EXHIBIT "A"

BOGGY CREEK IMPROVEMENT DISTRICT

Landscape Improvements Proposal

BrightView
Landscape Servic es

Proposal for Extra Work at Boggy Creek Improvement Distri

Feb rua ry 13, 2018
Page 1 of 4

Property Name Property Address

Boggy Creek Improvement Distri 12051 Corporate Blvd.
Orlando , FL 32817

Contact To
Billing Address

Stephen Flint Tavistock
6900 Tavistock Lakes Blvd Suite 200
Orlando , FL 32824

Project Name	Landscape Improvements

Project Description	Various landscape improvements for Boggy Creek Improvement District
Scope of Work

Annuals proposed will need to be replaced periodically- all effort will be made to select flowers that are hardy and will have the most opportunity to span 2 rotations

Highlighet d areas on map may not exactly match up to the proposed area due to the maps not being current

QTY	UoM/Size	Material/Description	Unit Price	Total
··· ······························"·············..············.·.······································································································································································"··""
Area 1: Install annuals in end caps at TLB and Lk Nona Blvd.	Subtotal	$2,620.00

6.00	HOUR	Labor for prep	$45.00	$270.00	
950.00	EACH	Annual color 4" (10" OC spacing)	$1.90	$1,805.00	
8.00	CUBIC YARD	Annual soil	$55.00	$440.00	
1.00	LUMP SUM	Irrigation retro fit	$105.00	$105.00	
Area 2: Replace jasmine and peanut at Veterans Way	Subtotal	$2,980.00

$.70	$1,960.00

18.00	HOUR	Labor for prep	$45.00	$810.00 2,800.00	SQUARE FEET	St. Augustine (replace jasmine around liriopie and replace
peanut in end caps)
1.00	LUMP SUM	Irrigation retro fit	$210.00	$210.00
Area 3: Remove declining roses, plumbago and downey jasmine	Subtotal	$15,485.00
51.00	HOUR	Labor for prep	$45.00	$2,295.00
16,400.00     SQUAREFEET	St. Augustine	$.70	$11,480.00

1.00	LUMP SUM	Dump fees	$1,200.00	$1,200.00

1.00	EACH	Equipment	$200.00	$200.00

1.00	LUMP SUM	Irrigation retro fit	$310.00	$310.00
Area 4: Remove jasmine and peanut at Humboldt and Lk Nona	Subtotal	$2,980.00
18.00	HOUR	Labor for prep	$45.00		$810.00 2,800.00	SQUARE FEET	St. Augustine (replace jasmine around liriopie and peanut		$.70	$1,960.00
in end caps)
1.00	LUMP SUM	Irrigation retro fit	$210.00	$210.00
Area 5: Remove declining roses and thyrallis In median	Subtotal	$4,715.00

16.00	HOUR	Labor for prep	$45.00	$720.00
4,800.00	SQUARE FEET	St. Augustine		$.70	$3,360.00 THIS IS NOT AN INVOICE
This proposal is valid for 60 days unless otherwise approved by BrightView Landscape Services, Inc.
103West 7thStreet,Orlando, FL 32824ph. (407) 292-9600 fax (407)291-4966

BrightVi ew
UfiW.Up,t Service

Proposal for Extra Work at Boggy Creek Improvement Distri

February 13, 2018
Page 2 of 4

1.00	LUMP SUM	Dump fee	$400.00		$400.00	
1.00	LUMP SUM	Irrigation retro fit	$235.00		$235.00	
Area 6: Remove jasmine and peanut on end caps		Subtotal	$2,980.00	
18.00	HOUR	Labor for prep	$45.00		$810.00	
2,800.00	SQUARE FEET	St. Augustine (replace jasmine around liriopie and peanut	$.70	$1,960.00	
		on end caps)			
1.00	LUMP SUM	Irrigation retro fit	$210.00	$210.00	
Area 7: Replace weak jasmine on side of roadway	Subtotal	$1,470.00	
5.00	HOUR	Labor for prep	$45.00	$225.00	
1,600.00	SQUARE FEET	St. Augustine	$.70	$1,120.00	
1.00	LUMP SUM	Irrigation retro fit	$125.00	$125.00	
Area 8: Remove 2 declining beds of roses	Subtotal	$7,480.00	
15.00	HOUR	Labor for prep	$45.00	$675.00	
8,800.00	SQUARE FEET	St. Augustine	$.70	$6,160.00	
1.00	LUMP SUM	Dump fee	$400.00	$400.00	
1.00	LUMP SUM	Irrigation retro fit	$245.00	$245.00	
Area 9: Replace jasmine and install annuals in end caps	Subtotal	$5,050.00	
18.00	HOUR	Labor for prep	$45.00	$810.00	
2,800.00	SQUARE FEET	St. Augustine (replace jasmine around liriopie)	$.70	$1,960.00	
850.00	EACH	Annuals 4" (1O" OC spacing)	$1.90	$1,615.00	
8.00	CUBIC YARD	Annual soil	$55.00	$440.00	
1.00	LUMP SUM	Irrigation retro fit	$225.00	$225.00	
35.00	EACH	Red Drift Roses (3 gal)-WARRANTY	$.00	$.00	
Area 10: Replace peanut in end caps on side of road	Subtotal	$6,755.00	
14.00	HOUR	Labor for prep	$45.00	$630.00	
8,400.00	SQUARE FEET	St. Augustine	$.70	$5,880.00	
1.00	LUMP SUM	Irrigation retro fit	$245.00	$245.00	
Area 11: Replace peanut in end caps	Subtotal	$1,655.00	
8.00	HOUR	Labor for prep	$45.00	$360.00	
1,600.00	SQUARE FEET	St. Augustine	$.70	$1,120.00	
1.00	LUMP SUM	Irrigation retro fit	$175.00	$175.00	
Area 12: Replace peanut near towers and fill in soc. garlic	Subtotal	$4,325.00	
10.00	HOUR	Labor for prep	$45.00	$450.00	
4,000.00	SQUARE FEET	St. Augustine	$.70	$2,800.00	
200.00	EACH	Society garlic (1 gal)	$4.30	$860.00	
1.00	LUMP SUM	Irrigation retro fit	$215.00	$215.00	

Area 13: Replace peanut at last cross section (4 beds)

HOUR	Labor for prep	$45.00

Subtotal	$2,315.00
$450.00

February 13, 2018
BrightView I,	Page 3 of 4
LaridK.api= Services

2,400.00	SQUARE FEET	St. Augustine	$.70		$1,680.00	
1.00	LUMP SUM	Irrigation retro fit	$185.00		$185.00	
Area 14: Install annuals at Boggy	Creek and Lk Nona		Subtotal	$1,982.60	
8.00	HOUR	Labor for prep	$45.00	$360.00	
504.00	EACH	Annuals 4" (1O" OC spacing)	$1.90	$957.60	
4.00	CUBIC YARD	Annual soil	$55.00	$220.00	
400.00	SQUARE FEET	St. Augustine	$.70	$280.00	
1.00	LUMP SUM	Irrigation retro fit	$165.00	$165.00	

Area 15: Remove firecracker, declining flax In median	Subtotal	$9,377.60	
40.00	HOUR	Labor for prep	$45.00	$1,800.00	
6,400.00	SQUARE FEET	St. Augustine	$.70	$4,480.00	
207.00	EACH	Muhly grass (3 gal)	$11.80	$2,442.60	
1.00	LUMP SUM	Dump fee	$400.00	$400.00	
1.00	LUMP SUM	Irrigation retro fit	$255.00	$255.00	
1,200.00	SQUARE FEET	St. Augustine- WARRANTY- replace flax and dead	$.00	$.00	

Area 16: Replace beach sunflower, roses, etc in 2nd median	Subtotal	$4,825.00	
13.00	HOUR	Labor for prep	$45.00	$585.00	
4,400.00	SQUARE FEET	St. Augustine	$.70	$3,080.00	
75.00	EACH	Muhly grass (3 gal)	$11.80	$885.00	
1.00	LUMP SUM	Irrigation retro fit	$275.00	$275.00	
Area 17: Replace peanut at corner of Laureate and Humboldt	Subtotal	$1,665.00	
2,000.00	SQUARE FEET	St. Augustine	$.70	$1,400.00	
2.00	HOUR	Labor for prep	$45.00	$90.00	
1.00	LUMP SUM	Irrigation retro fit	$175.00	$175.00	
Area 18: Install sod around schillings	Subtotal	$655.00	
2.00	HOUR	Labor for prep	$45.00	$90.00	
600.00	SQUARE FEET	St. Augustine	$.70	$420.00	
1.00	LUMP SUM	Irrigation retro fit	$145 .00	$145.00	
Area 19: Replace jasmine and lantana around schillings	Subtotal	$2,725.00	
18.00	HOUR	Labor for prep	$45.00	$810.00	
2,400.00	SQUARE FEET	St. Augustine	$.70	$1,680.00	
1.00	LUMP SUM	Irrigation retro fit	$235.00	$235.00	

Proposal for Extra Work at Boggy Creek Improvement Distri

lorapetalum on side of road

For lntemaluse only			
SO#	6558424		
JOB#	345200128			
Service Line	130	T otal Price	$82,040.20	

February 13, 2018
Page 4 of 4

TERMS & COND ITIONS
1, The Contractor shall recognize and perform in accordance with written terms, written specifications and dra1Mngs only, contained or rererred to herein. All materials shall conform to bidspecifications.

2. Work Force: Contractor shall designate a qualified representative IMth experience In l andscape maintenance/construction upgrades or when applicable In tree management The workforce shall be competent and qualified, and shall be legally authorized to work In the U.S

3, License and Pennlts: Contractor shall maintain a Landscape Contracto(s license, required by State or local law, and ,.,;11 comply IMth all other license and permit requirements or the City, State and Federal Governments, as well as all other requirements or law.

Taxes: Contractor agrees to pay all applicable taxes, Including sales tax where applicable on materiel supplied.

Insurance : Contractor agrees to provide General Liability Insurance, Automotive Uabtllty Insurance, Worker's Compensation Insurance, and any other Insurance required by law or CllenV Owner, as specified In wriling prior to commencement or work. II not specified, Contractor v,;11 rurnish insurancev.ith
$1,000,000limit of liability.

6, Llablllty : Contractor shall Indemnify the ClienVOwner and Its agents and employees rrom and against any third party liabtlitles that a,ise out of Contractor's work to the extent such \labitities are adjudicated to have been caused by Contracto(s negligence or IMlilul misconduct. Contractor shall not be liable for any damage that occurs from Acts of God a,e defined as those caused by v.indstorm, hall, fire, flood, earthquake, hurricane and freezing, etc. Under these circumstances, Contractor shall have the right to renegotiate the terms and prices of this agreement 1Mthln sixty (60) days. Any Illegal trespass, claims and/or damages resulting from wo1k requested that Is not on property owned by ClienVOwner 01 not unde1 ClienVOVlner management and control shall be the sole responsibility of the Client/Owne.r

7, Subcontractors: Contractor reserves  the  right  to  hi1e  qualified subcontracto,s to perform specialized functions 01 wo1k requ lling specialized equipment.

8. Additional Services: Any additional wo1k not shO'Ml In the  above specifications involving ext,a costs ,.,;11 be executed only upon signed written ordeJS, and v,;11 become an extra charge over andabove the estimate.

8. Access to Jobslte: ClienVOwne1 shall p1ovlde all utilities to perform the wo1k. ClienVOwner  shall furnish access to all parts of Jobsite where Cont1actor Is to perform \VOik as required by the Cont,act 01 other !unctions related thereto, during no,mal business hours and other reasonable periods of lime, Contracto1v.ill perfo1m the wo1k as reasonably practical alter the owner makes

Cancellation : Notice of Cancellation or work must be 1eceived in w,iting before the crew is dispatched to their location or CllenVOwner will be liable for a minimumtravel charge of $150.00 and billed to CllenVOwner.

The following sections shall apply where Contractor provides Customer with tree
care services:

Tree & Stump Remova:l T1ees removed ,.,;11 be cut as dose to the ground es possible based on conditions to 01next to the bottom of the t,ee t, unk. Additional charges v,;11 be levied 101 unseen haza1ds such as, but not limited to concrete
brick filled t,unks, metal rods, etc. 11,eq ue sted mechanicalgrinding of visible t1ee stump v,;11 be done to a defined 1Mdth and depth below g1ound leve l at an additional charge to the Client/Owne.rDefined backfill and landscape mate,ial
may be specified. ClienVOwner shall be responsible for contactingUnde1ground Service AJert tolooate underground utility lines prior to start of'WOrk. Contractor is not responsible damage done to unde,ground utilities such as but not limited to, cables,,.,;,es, pipes, andi11igatio n parts. Contractor v,;11 repai r damaged irrigation lines at the CllenVOwne s expense.

Waiver of Llablllty: Requests for crown thinningIn excess of twenty.five pe1cent (25%) or work notIn acco1dance v.ith !SA (international Society of A1bo1icultu1al) standa1ds v,;11 require a signedwaiver of liability.
Acceptance of this Contract
Cont,actor Is authorized to pelfo1m the work stated on the face of this Contract. Payment  v,;11 be   100%  due  at time or billing.  If  payment  has not been  received  by BrightView within fifteen (15) days after billing, B,lghtViaw shall be entiUed to all costs
of collection, Including reasonable atto rneys' fees and it shall be 1elieved or any obligation to continue perfo,mance under this or any other Contract v.ith CllenVOwner. lnte,est at a pe1 annum rate or 1.5% per month (18% per year), 01 the highes,t ate permitted by law, may be charged on unpaidbalance 30 days alter btlllng.

NOTICE: FAILURE TO MAKE PAYMENT WHEN DUE FOR COMPLETED IM'.lRK ON CONSTRUCTION JOBS. MAY RESULT  IN A MECHANIC'S  LIEN ON THE TITLE TO YOUR PROPERTY

Cu stom er
Manager

Slgn1ture	TIiie

Stephen Flint	February 13, 2018

PmledNlrN	Date

BrlghtViewLandscape Services , Inc. "BrightView"

Account Manager Exterior

the site available for performance of the wo1k.

Sigr»hn

Tilfl

Invoicing: ClienVONner shall make payment to Contractor within nneen (15) days upon receipt or invoice. In the event the schedule for the completion or tho wo1k shall require mo,e than thirty (30) days, a p1ogress blll v,;11 be
presented by month end and shall be paid 1Mthln fineen (15) days upon receipt of Invoice.

Tennlnatlon: This Wo1k 01der may be terminated by the either party with or without cause, upon seven (7) wo1k days adVance written notice. ClienVONner v,;11 be 1equired to pay for all materials purchased and wo1k completed to the date of te,minatlon and 1easonabte charges lncu,red In demobilizing.

Assignment: The Owne1/Client and tho Co,nt actor respectively, bind themselves, their partne,s, successo,s, assignees and legal representative to the other party IMth ,espect to all covenants or this Ag,eement.  Neither the 0Mle1/Client no, the Contractor shall assign 01 transfer any Interest In this Ag1eement IMthout the written consent of the other provided, howove,, that consent shall not be requl1ed to assign this Ag,eement to any company which cont,ols, Is controlled by, or Is under common control with Contractor 01 In connection with assignment to an affiliate or purauant to a merger, sale of all or substantially  all  or Its assets  or  equity  secu1ities,  consolidation,  change   or controlor corporatereorganizatio. n

Jamie Leggett	February 13, 2018
 PMtedHame	o.,.	

Job#:	345200128	Proposed Plice: $82,040.20	
SO#	6558424		

Di sclaimer. Thia proposal was estimated and priced based upon a site visit and visual Inspection flom g1ound level using 01dinary means, at 01about the time this p1oposel was prepa,ed. The price quoted in this proposal for  the wo,k described, is the result of that 91ound level visual inspection and therefo1e our company vAII not be liable for any additional costs or damages for additional wo1k not desc1ibed he1ein, or liable for any incidents/accidents 1esulting flom conditions, that we,e not ascertainable by said g1ound level visual Inspection by ordinary means at the time said Inspection was perfo1med. Contracto1 cannot be held responsible for unknovm 01 otheJWise hidden defects. Any co11ective wo1k proposed herein cannot gua,antee exact 1esults. P,oressional   enginee1ing,  a1chitectu1al,   and/or  landscape   design  services ("Design Services") are not included In this Ag,eement and shall not be p1ovided by the Cont,actor. Any design defects In the Cont1act Documents are the sole 1esponsibliity of the Owner. II the CUenVOMler must engage  a licensed engineer, a1chltect and/or landscape design p1ofesslonal, any costs concerni ng these Design Services a,e to be paid by the Client/Owner direcUy to the designer invo lved.

BOGGY CREEK IMPROVEMENT DISTRICT

Requisition  No. 357

EXHIBIT  "A"
FORM OF REQUISITION

The undersigned, an Authorized Officer of Boggy Creek Improvement District (the "District") hereby submits the following requisition for disbursement under and pmsuant to the terms of the Master Trust Indenture from the District to U. S. Bank National Association  as trustee (the "Trustee"), dated as of December I, 20 IO (the "Master Indenture"), as amended and supplemented by the Second Supplemental Indenture from the District  to the Trustee,  dated as  of April I, 2013 (the Master Indenture as amended and supplemented is hereinafter refel'J'ed to as the "Indenture") (all capitalized terms used herein shall  have  the  meaning  ascribed  to  such term in the Indenture);

RequisitionNumber: 357

Name of Payee: Holland & Knight

Amount Payable: $22,441.99

Purpose for which  paid  01·  incurred  (refer  also  to specific contract if amount is due and payable pursuant to a contract involving progress payments,  or, state Costs of Issuance, if applicable):

I. Invoice 5587563 for Professional Services on Project 623612.00028 (Land swap with Central Florida Expressway Authority) Through I0/31/2017 - $20,884.50
2. Invoice 5606792 for Professional Services on Project 623612.00028 (Land swap with Central Florida Expressway Authority) Through 12/22/2017 - $1,557.49

Fund or Account and subaccount, if any, from which disbursement to be made: 2013 Acquisition and Construction Account of the Acquisition and Construction Fund.

The undersigned hereby cecrtifies that obligations in the stated amount set forth above have been incurred by the District, that each disbursement set forth above is a proper charge against the Acquisition and Construction Account, that each disbursement set fotth above was incurred in connection with the acquisition and construction of the Project and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

No event has occurred and is continuing which constitutes an Event of  Default,  as defined by the Master Indenture, or would constitute and Event of Default but for  the requirement that notice be given or time elapse or both.

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby requested.

Boggy Creek Improvement District

Authorized Officer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE AND CAPITALIZED INTEREST REQUESTS ONLY

The undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of-the Project and is consistent  with:  (i)  the  applicable  acquisition  or  construction  contract;  (i0 the plans and specifications for the  portion  of  the  Project  with  respect  to  which  such disbursement is being made; and, (ii) the report of the District  Engineer  as such report shall  have been amended or modified on the date hereof.

Authorized  Officer

I-Iolland 8c!<night
P.O. Box 864084 I Orlando, FL 32886-4084
Email accountservices@hklaw.com IT 813.901.4180 Holland & Knight LLP I www.hklaw.com I EIN 59-0663819

RECFl\/[ 0 DCC 2 fl 2017

Lake Nona Land Company LLC
6900 Tavistock Lakes Blvd., Suite 200
Orlando, FL 32827

6o q,vt	v.,	November 14, 2017
Invoice: 5587563
Page I

TERMS: DUE ON RECEIPT

For professional services rendered through October 31, 2017 in connection with the following:

Our Maller:	6236 )2,00028
Land swap with Central Florida Expressway Authority

Date	Professional	Description	Hours	Rate	Amount	
10/2/17	WileyS. Boston	Review and draft emails about review appraiser.	0.40	459.00	183.60	
I 0/5/17	W iley S. Boston	Draft Assignment/Agreement to Maintain Drainage Easement Area and associated Prime Grant of Drainage Easement Document,
together with transmittal emails to CFX and	3.50	459.00	1,606.50	
		Lany Kaufmann.				
10/6/17	Wiley S. Boston	Prepare for and attend conference call with CFX counsel ( 1.0); conference call with
Robyn Noren (0.3); review and draft emails	3.80	459.00	1,7 44.20	
		about drainage easement (0.5); review of				
		proposed purchase agreement and resolution				
		( 1.3); rr.view comments from COD (0.4); draft				
		email memorandum about checklist of items				
		for agenda cutoff (0.3).				
I 0/9/17	WileyS. Boston	Revise contracts and related documen ts (1.8); attend internal conference call to discuss documents ( 1.5); revise documents 111 follow-
up to conference call (1.9); review and draft	5.50	459.00	2,524.50	
		emails about documents (0.3).				
I 0/9/17	Wiley S. Boston	Begin drafting cover memo to right of way committee, with associated review of appraisals and other file materials.	2.40	459.00	1,101.60	
I 0/ 1 0/17	Wiley S. Boston	Continue drafting memo to right of way committee.	1.60	459.00	734.40	
10/10/17	Wiley S. Boston	Attend conference call with CFX counsel about revisions to contracts and documents.	1.50	459.00	688.50	

Holland & I<night

November  I 4, 2017
Invoice: 5587563
Page 2

Lake Nona Land Company LLC 623612.00028

Qili	Professional	Description	Hours	Rate	Amount
10/10/17	WileyS.
Boston	Make additional revisions to CFX documents, and review and drafting of numerous emails in suppott (2.8); communicate with title insurer about quitclaim deed and reverter (0.2).	3.00	459.00	1,377.00	
10/11/17	WileyS.	Teleconference with counsel for CFX about	2.90	459.00	1,331.10	
	Boston	drainag::! capacities and additional document				
		revisions (0.9); review revisions from CFX to				
		purchase agreement, easement, and				
		assignment and outline follow up email and				
		response ( 1.5); revise application cover memo				
		(0.5).				
10/12/17	Wiley S.
Boston	Conference call with Tucker Mackie, Lany Kaufmann and Don McIntosh about utility	3.50	459.00	1,606.50	
		permit and additional document exhibits and				
		revisiOliS ( 1.0); teleconference with counsel				
		for CFX about document revisions and				
		drainage calculations (0.9); review additional				
		round of document revisions and forward				
		(0.3); coordinate and review updated, revised				
		and new exhibits and legal descriptions (0.6);				
		review FOOT Utility Permit regulations and				
		Utility Accommodation Manual and draft				
		email memorandum about discussions with				
		CFX about evolution of requirement for				
		ultimate owner to be applicant, and				
		incorporation of regulations (0.7).				
10/13/17	WileyS.
Boston	Review comments to documents (0.5); draft and review emails about comments (0.5);	3.90	459.00	1,790.10	
		prepare document package PDF file (I.5);				
		revise document package (0.7);				
		teleconferences with counsel for CFX (0.7).				
10/16/17	Wiley S. Boston	Teleconference with counsel for CFX (0.2); revise deed and grant of easement and draft	0.60	459.00	275.40	
		emails about same (0.4).				
10/20/17	Wiley S. Boston	Review executed documents and sealed
survey documents (0.4); draft letter to CFX	1.70	459.00	780.30	
		about recording timeline (0.3); review				
		resolutions (0.3); teleconference with counsel				

Holland & Knight

November 14, 2017
Invoiee: 5587563
Page 3

Lake Nona Land Company LLC 623612.00028

Date	Professional	Description
for crx about committee meeting (0.7).	!!fil!!§.	Bili	Amount	
I 0/23/17	WileyS.	Review full Right-of-Way Committee meeting	3.30	459.00	1,514.70	
	Boston	agenda and attachments (0.9); draft detailed				
		email memorandum about meeting procedure				
		to Boggy Creek Improvement District counsel				
		and representative (0.9); generate powerpoint				
		slides for CFX counsel to consider using for				
		right of way committee (1.5).				
l 0/24/17	Wiley S.	Teleconferences with CFX Counsel about	4.00	459.00	1,836.00	
	Boston	procedure for right of way committee hearing				
		(0.8); draft email memoranda about				
		procedures (0.7); draft detailed analysis
memorandum concerning obstacles to				
		approval (l.5); preparation for committee				
		hearing (1.0).				
l 0/25/17	Wiley S.	Prepare for (0.9) and attend (2.0) right of way	2.90	459.00	1,331.10	
	Boston	committee meeting.				
l 0/30/17	WileyS.	Review file and draft lender joinder for grant	1.00	459.00	459.00	
	Boston	of storm water drainage easement.				

TOTAL FEES FOR PROFESSIONAL SERVICES:	$	20,884.50

Professional Summary through October 31, 2017:

Professional	Title	Hours		
WSB	Patiner	45.50		
	FEES FOR PROFESSIONAL SERVICES:		$	20,884.50	
	TOTAL DUE THIS INVOICE:	(US DoJJars)	$	20,884.50	

fiolland & I<night
P.O. Box_ 864084 I Orlando, FL 32886-4064
Email accountservices@hklaw.com IT 813.901.4180 Holland & l<night LLP Iyiww.hklaw.comI EIN 59-0663819

Lake Nona Land Company LLC	boM.\,v\
6900 Tavistock Lakes Blvd., Suite 200	'1
Orlando, FL 32827

HECf:.-IVE.n orL '/ 9 1.017

December 28, 2017
I nvoice: 5606792 Page I

TERMS: DUE ON RECEIPT

For professional services rendered through December 22, 2017 in connection with the following:

Our Matter:	623612.00028
Land swap with Central Florida Expressway Authority

Date	Professional	Descri(>tion	Hours	Rate	Amount	
12/1 / 17	Wiley S. Boston	Teleconference with counsel for CFX (0.3); review approved TROE permit and draft email about same (0.3).	0.60	459.00	275.40	
12/14/17	Wiley S. Boston	Review and draft emails about closing
procedures and wire instructions, holding of documents, and revised closing statement,	1.00	459.00	459.00	
		along with rev ie w of revised statement.				
1 2/15 / 17	WileyS. Boston	Teleconference with counsel for CFX (OJ); draft and review emails about closing documents (0.3).	0.60	459.00	275.40	
12/18/17	Wiley S. Boston	Draft FIRPTA certificate for BCID (0.3); draft and review emails concerning closing process (0.2).	0.50	459.00	229.50	
1 2/19/17	Wiley S. Boston	Work 011 closing, including drafting and review of multiple emails (0.3), review of signed affidavits, and tele co nferences with
counsel for CFX (0.4) and Tucker Mackie	0.80	459.00	367.20	
		(0.1).				
1 2/20/17	WileyS. Boston	Review and draft emails about closing (0.4) and review closi ng package (0.1).	0.50	459.00	229.50	

TOTAL FEES FOR PROFESSIONAL SERVICES:	$	1,8 36.00

Pl'ofessionalSummary thl'ough Decembc1· 22, 2017:

Pl'ofessional	Title	Hours

Holland & I<night

December 28, 2017
Invoice: 5606792
Page 2

Lake Nona Land Company LLC 623612.00028

Professional
WSB

Title
Paitner

Hours
4.00

TASK SUMMARY CURRENT INVOICE

FEE TASK SUMMARY

Code	Description	Hours	Amount
4.00	1,836.00
TOTAL:	4.00	1,836.00

TIMEKEEPER/TASK SUMMARY

Professional
Wiley S. Boston

TOTAL:

Task Code	Rate
459.00

Hours	Amount
4.00	1,836.00

4.00	1,836.00

FEES FOR PROFESSIONAL SERVICES:
TOTAL INVOICE:
LESS CLIENT FUNDS APPLIED:
TOTAL DUE THIS INVOICE:

 	$	I 836.00
(US Dollars)	$	1,836.00
 	$	-278:51
(US Dollars)	$	1,557.49

OUTSTANDING INVOICE SUMMARY:

lli!!:
11/14117

Invoice No.
5587563

Balance
20,884.50

TOTAL OUTSTANDING INVOICE(S):	$20,884.50

BOGGY CREEK IMPROVEMENT DISTRICT

Ratification of Requisition
Nos. 353 -	360 Approved in January 2018 in the amount totaling $94,284.96

BOGGY CREEK IMPROVEMENT DISTRICT
DISTRICT OFFICE• 12051 CORPORATE BLVD• ORLANDO, FL 32817 PHONE: (407) 382-3256 • FAX: (407) 382-3254

Requisition Recap For Board Approval

Attached please find the listing of requisitions approved to be paid from bond funds from January I, 2018 through January 31, 2018. This does not include requisitions previously approved by the Board.

	REQUISITION NO.	PAYEE	AMOUNT	
	353	LandDesign	$988.20	
	354	Dix.Hite + Paitners	$443.50	
	355	Donald W. McIntosh Associates	$46,451.27	
	356	Central Florida Locating	$9,580.00	
	357	Holland & Knight	$22,441.99	
	358	Jr. Davis Construction Compai1y	$3,540.00	
	359	Vanasse Hangen Brustlin	$840.00	
	360	City of Orlando	$10,000.00	
			$94,284.96	

EXHIBIT  "A"
FORM OF REQUISITION

The undersigned, an Authorized Officer of Boggy Creek Improvement District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master nust Indenture from the District to U, S, Bank National  Association  as trustee (the "Trustee"), dated as of December 1, 2010 (the "Master Indenture"), as amended and supplemented by the Second Supplemental Indenture from the District  to the Trustee,  dated  as of April 1, 2013 (the Master Indenture as amended and supplemented is hereinafter referred to as the "Indenture") (all capitalized te1ms used herein shall  have  the  meaning  ascribed  to  such term in the Indenture);

Requisition Number: 353

Name of Payee: LandDesign

Amount Payable: $988.20

Purpose for which paid  or  incurred  (refer  also  to specific  contract if amount is due and payable pursuant to a contract involving progress  payments, or, state Costs oflssuance, if applicable):

1. Invoice 87877 for Project 8117011 (Lake Nona Town Center Loop Road/ Boggy Creek CDD) through 11/25/2017 - $988,20

Fund or Account and subaccount, if any, from which disbursement to be made: 2013 Acquisition and Construction Account of the Acquisition and Construction Fund.

The undersigned hereby certifies that obligations in the stated amount set forth  above have been incurred by the District, that each disbursement set forth above is a proper charge against the Acquisition and Construction Account, that each disbursement set forth above was incurred in connection with the acquisition and construction of the Project and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no  item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

No event has occurred and is continuing which constitutes an Event of  Default,  as  defined by. the Master Indenture, or would constitute and Event of Default but for  the requirement that notice be given or time elapse or both.

BCID Requisition 353: LandDesign	December 15, 2017	Page I of2

ECF!V'ED  Jt, \11 11   ,    t 2J1.m

Attached hereto are originals of the invoice(s) from the vendor ofthe property acquired or services rendered with respect to which disbursement is hereby requested.
 	' k)  l  .	
Boggy Creek Improyement District

/	.

\      .-        -	-- .,..
Authorized Officer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE AND CAPITALIZED INTEREST REQUESTS ONLY

The undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of-the Project and is  consistent  with:  (i)  the  applicable  acquisition  or  construction  contract;  (ii) the plans and specifications for  the  portion  of  the  Project  with  respect  to  which  such disbursement is being made; and, (ii) the report of thrf:>istrict Engineer as  such report  shall  have been amended or modified on the date hereof.

Office'(}o n A;l, fiovioIF

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BCID Requisition 353: LandDesign	December 15, 2017	Page 2 of2

-\

EXHIBIT "A"
FORM OF REQUISITION

The undersigned, an Authorized Officer of Boggy Creek Improvement District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to U. S. Bank National Association  as trustee (the "Trustee"), dated as of December 1, 20 IO (the "Master Indenture"}, as amended and supplemented by the Second Supplemental  Indenture from the District  to the Trustee,  dated  as of April 1, 2013 (the Master Indenture as amended and supplemented is hereinafter referred to as the "Indenture") (all capitalized terms used herein  shall  have  the  meaning  ascribed  to  such term in the Indenture);

RequisitionNumber: 354

Name of Payee: Dix.Hite+ Partners

Amount Payable: $443.50

Purpose for which  paid  or  incurred  (refer  also  to specific contract if amount is due and payable pursuant to a contract involving progress  payments, or, state Costs oflssuance, if applicable):

I. Invoice 1712128 for Project 21646.4 (Nemours Pkwy Phase  7)  Through 12/15/2017 - $443.50

Fund or Account and subaccount, if any, from which disbursement to be
ma de: 2013 Acquisition and Construction Account of the Acquisition and Construction Fund.

The undersigned hereby certifies that obligations in the stated amount  set forth above  have been incurred by the District, that each disbursement set forth above is a proper charge against the Acquisition and Construction Account, that each disbursement set forth above was incurred in connection with the acquisition and construction of the Project and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set fmih above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further ce1iifies that such requisition contains no item repres.enting payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

No event has occurred and is continuing which constitutes an Event  of  Default,  as defined by the Master Indenture, or would constitute and Event of Default but  for  the requirement that notice be given or time elapse or both.

BCID Requisition 354: Dix.Hite+ Partners	December 28, 2017	Page 1 of2

·,
                 I

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby requested.

Boggy Creek lmpro .strrct'.

---
Authorized l)fficer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE AND CAPITALIZED INTEREST REQUESTS ONLY

The undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of-the Project and is consistent  with:  (i)  the  applicable  acquisition  or  construction  contract;  (ii) the plans and specifications for  the  portion  of  the  Project  with  respect  to  which  such disbursement is being made; and, (ii) the report of the District Engineer as such report shall have
been  amended  or modified  on the date hereof.	,,,..--..... 	/ ·

BCID  Requisition  354: Dix.Hite+ Partners	December 28, 2017	Page 2 of2

\

EXHIBIT "A"
FORM OF REQUISITION

The undersigned, an Authorized Officer of Boggy Creek Improvement District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to U. S. Bank National Association  as trustee (the "Trustee"), dated as of December 1, 2010 (the "Master Indenture"), as amended and supplemented by the Second Supplemental Indenture  from the District  to  the Trustee,  dated as of April 1, 2013 (the Master Indenture as amended and supplemented is hereinafter referred to as the "Indenture") (all capitalized terms used herein shall  have  the  meaning  ascribed  to  such term in the Indenture);

Requisition Number: 355

Name of Payee: Donald W. McIntosh Associates

Amouut Payable: $46,451.27

Purpose for which  paid  or  incurred  (refer  also  to specific contract if amount is due and payable pursuant to a contract involving progress payments,  or, state Costs of Issuance, if applicable):

1. Invoice 34474 for Project 23218 (Lake Nona Boggy Creek) through 12/01/2017 -
$6,099.80
2, Invoice 34549 for Project 13031 (Lake Nona Road Southern Section Roadway Design Services) through 12/01/2017 -$1,023.75
3, Invoice 34554 for Project 16106 (Nemours Parkway Phase 7 Design and
Permitting and Lift Station No. 7) through 12/01/2017 - $1,352.50
4, Invoice 34555 for Project 16193 (Lake Nona Town Center Parcel 22A Perimeter Road, Lift Station 10 and Forcemain) through 12/01/2017 -$11,633.97
5. Invoice 34556 for Project 17004 (Assistance with Capital Improvement Plan Potential 2017 Bond Issue Report) through 12/01/2017 -$3,515.00
6, Invoice 34559 for Project 17125. (Medical City Drive  Phase  2)  through 12/01/2017 - $22,826.25

Fund or Account and subaccount, if any, from which disbursement to be made: 2013 Acquisition and Construction Account of the Acquisition and Construction Fund.

BCID Requisition  355: Donald  W. McIntosh Associates	December 28, 2017	Page 1 of2

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i\.,,,[ :. ·/  ::.,!• '	·1 7 £ !}3

The undersigned hereby certifies that obligations in the stated amount set  forth above have been incurred by the District, that each disbursement set forth above is a proper charge against the Acquisition and Construction Account, that each disbursement set forth above was incurred in connection with the acquisition and construction of the Project and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

No event has occurred and is continuing which constitutes an Event of  Default,  as defined by the Master Indenture, or would constitute and Event of Default but for the requirement. that notice be given or time elapse or both.

Attached hereto are originals of the invoice(s) from the vendor ofthe property  acquired or services rendered with respect to which disbursement is hereby requested.

 	-'--/--	---

Boggy Creek Improvementf,

Authorized Officer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OFISSUANCE AND CAPITALIZED INTEREST REQUESTS ONLY

The undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of-the Project and is consistent with: (i)  the  applicable acquisition  or  construction  contract;  OD the plans . and specifications for the portion  of  the  Project  with  respect  to  which  such disbursement is being made; and, (ii) the report of the Distri.s>t"Et\gineer as such Jl"POrt shall have

been amended or modified on the date hereof.

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BCID Requisition 355: Donald W. McIntosh Associates

Page 2 of2

·,\ I

EXHIBIT "A"
FORM OF REQUI§f]['[ON

The tmdersigned, an Authorized Officer of Boggy Creek Improvement District (the "District") hereby submits the follo",jng requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to U. S. Bank National  Association  as trustee (the "Trustee"), dated as of December I, 2010 (the "Master Indenture"), as amended and supplemented by the Second Supplemental Indenture  from the District  to the Trustee,  dated  as of April I, 2013 (the Master Indenture as amended and supplemented is hereinafter referred to as the "Indenture") (all capitalized terms used  herein  shall have  the  meaning  ascribed  to  such term in the Indenture);

RequisitiolllNumber: 356

Name of Payee: Central Florida Locating

Amount Payable: $9,580.00

Puq1ose for which  paid  or  incurred  (refe1·  also  to specific contract if amount is due and 1iayable pursuant to a contl'act invohing progi·ess  payments,  or, state Costs oOssuance, if applicable):

Invoice 5544 for 2D Gro®d Penetrating Radar, Electromagnetic Services, and Vertical Excavations Through 12/11/2017 -$4,770.00
Invoice 5581 for Ve11ical Excavation Services Through 12/11/2017 -$4,810.00

Fund 01· Account and subaccount, if any, from which disbm·sement to be made: 2013 Acquisition and Construction Accom1t of the Acquisition and Construction Fund.

The undersigned hereby certifies that obligations in the stated  amount  set forth above have been incurred by the District, that each disbursement set f011h above is a proper charge against the Acquisition and Construction Account; that each disbursement set forth above was incurred in connection with the acquisition and construction of the Project and each represents a Cost of the Project, and has not previously been paid.

The ®dersigned ·hereby ftnther certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set fo11h above, which has not been released or will not be released simultaneously with the payment hereof.

The 1mdersigned hereby fi.mher certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.
No event has occurred and is continuing which constitutes an Event  of  Default,  as defined by the Master Indenture, or would constitute and Event of Default but  for  the requirement that notice be given or time elapse or both.

BCID Requisition 356: Central Florida Locating	January 5, 2018	Page I of2

                  l

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby requested.

 	vb

Boggy Creek Imp ..llis-trret

Authorized Officer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OFISSUANCE AND CAPITALIZED INTEREST REQUESTS ONLY

The undersigned Consulting Engineer hereby ce1tifies that this disbursement is for a Cost of-the Project and is consistent with: (i) the applicable acquisition OT  constmction contract; (ii)  the plans and specifications for the p01tion of the Project with respect to  which  such disbursement is being made; and, (ii) the report of the Distric eer as such report shall have been amended or modified on the date hereof.
/

Authorized Offic""·

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BCID Requisition 356: Central Florida Locating	Janua1y 5, 2018	Page 2 of2

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EXHHIBI'f  "A"
JFORIV! OJF REQUHSH'fION

The undersigned, an A11thorized Officer of Boggy Creek Improvement District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to U. S. Banlc National Association as trustee (the "Tmstee"), dated as of December 1, 2010 (the "Master Indenture"), as amended and supplemented by the Second Supplemental Indenture  from the District  to the Tmstee,  dated  as of April I, 2013 (the Master Indenture as amended and supplemented is hereinafter referred to as the "Indenture") (all capitalized terms used herein  shall have  the  meaning  ascribed  to  such term in the Indenture);

RequisitionNumber: 357

Name of Payee: Holland & Knight

Amount Payable: $22,441.99

Pul'pose fol' which paid or incuned (refer also to s11ecific contract if amount is due and payable pursuant to a contract involving progress payments, or, state Costs oflssuance, if applicable):

I. Invoice 5587563 for Professional Services on Project 623612.00028 (Land swap with Central Florida Expressway Authority) Through J0/31/2017-$20,884.50
2. Invoice 5606792 for Professional Services on Project 623612.00028 (Land swap " th Central Florida Express"way Authority) Through 12/22/2017 - $1,557.49

Fund or Account and subaccount, if any, from which disbursement to be made: 2013 Acquisition and Constmction Account of the Acquisition and Construction Fund.

The undersigned hereby c<rtifies that obligations in the stated amount set forth above  have been incnrred by the District, that each disbursement set forth above is a proper charge against the Acquisition and Construction Account, that each disbursement set forth above was incnrred in counection with the acquisition and construction of the Project and each represents a Cost of the Project, and has not previously beeu paid.

The undersigned hereby further certifies that there has not been filed with or sen,ed upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.
No event has occurred aud is continuing which coustitutes an Event of  Default,  as defined by the Master Indenture, or would constitute and Event of Default but  for  the requirement that notice be given or time elapse or both.

iJ f

BCID Requisition 357: Holland & Knight	January 5, 2018	Page 1 of2

.)"/1ci\ii!'"\'(1   ··1     °:,

Attached hereto are originals of the invoice(s) from the vendor of the _property acquired or services ren_dered with respect to which disbursement is hereby requested.

Authorized Officer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE AND CAPITALIZED INTEREST REQUESTS ONLY

The undersigned Consulting Engineer hereby ce1tifies that this disbursement is for a Cost of-the Project and is consistent  with:  (i)  the  applicable  acquisition  or  construction  contract;  (ii) the plans and specifications for the  p01tion  of  the  Project  with  respect  to  which  such disbursement is being made; and, (ii) the report of the District Engineer  as  such  report shall have been amended or modified on the date hereof.

Authorized

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BCID Requisition 357: Holland & Knight	January 5, 2018	Page 2 of2

'!!  7

EXHIBI'][' "A"
lFORM OlF REQUISI'lrION

The undersigned, an Authorized Officer of Boggy Creek Improvement District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust lndentm·e from the District to U. S. Bank National Association as trustee (the "Trustee"), dated as of December 1, 2010 (the "Master Indenture"), as amended and supplemented by the Second Supplemental  Iodenture from the District  to the Trustee,  dated as  of April I, 2013 (the Master Indenture as amended and supplemented is hereinafter referred to as the "Indenture") (all capitalized tenns used  herein  shall have  the  meaning  ascribed  to  such term in the Indenture);

JReqnisitionNu1111ber: 358

Name oflP'ayee: Jr. Davis Constmction Company

Amount lP'a)•alble: $3,540.00

l.'ur110se for which paid or  iucuITed  (refer  also to specific contract if amount is due and payable pursuant to a contract involving progress 11ayments, or, state Costs oHssuance, if applicable):

I. Iovoice 1200292 for Fence Installation Services at CFX- $3,540.00

Fund or Account and snbacconnt, if any, from which disbursement to be made: 2013 Acquisition and Construction Account of the Acquisition and Construction Fund.

The undersigned hereby ccrtifies that obligations in the stated amount set forth  above have been incurred by the District, that each disbursement set forth above is a proper charge against the Acquisition and Construction Account, that each disbursement set forth above was incurred in connection with the acquisition and construction of the Project and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon
the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The m1dersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

No event has occmTed and is continuing which constitutes an Event of  Default,  as defined by the Master Indenture, or would constitute and Event of Default but  for  the requirement that notice be given or time elapse or both.

BCID Requisition  358: Jr. Davis Construction Company	January 5, 018	Page I of2

:!!

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby requested.

Boggy Creek Improv7119
 	-,,."----fv		_
Authorized Officer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OFISSUANCE AND CAPITALIZEDINTEREST REQUESTS ONLY

&1·

The tmdersigned Consulting Engineer hereby ce1iifies that this d:isbmsement is for a Cost of-the Project and is consistent with: (i) the applicable acquisition or conshuction  contract;  (ii) the plans and specifications for the portion of the Project with respect to  which  such disbursement  is being made; and, (ii) the report of the Dish·ict	er as such report shall have been amended or modified on the date hereof.	/		,,
.	-	/l	/	_.,,

I"//
Authorized Office

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BCID Requisition 358; Jr. Davis Construction Company	Janual)' 5, 2018	Page 2 of2

•!

              •i /i

iKlUllHU'I "A"
JFOR.M OF REQUISITION

The undersigned, an Authorized Officer of Boggy Creek Improvement District (the "District") hereby submits the following requisition for disbmsement under and pursuant to the terms of the Master Trust Indenture from the District to U. S. Bank National Association as trustee (the "Trustee"), dated as of December I, 2010 (the "Master Indenture"), as amended and supplemented by the Second Supplemental Indentnre  from the District  to the Trustee,  dated as of April 1, 2013 (the Master Indentnre as amended and supplemented is hereinafter refen-ed to as the "Indenture") (all capitalized tenns used herein shall  have  the  meaning  ascribed  to  such term in the Indenture);

RequisitionNumber: 359

Name of Payee: Vanasse Hangen Brnstlin

Amount Payable: $840.00

Purpose  for  which  paicl  or  incurred  (refer  also  to specific contract if amount is due and 11ayable pursuant to a contract involving in-ogress  payments, or, state Costs oflssuance, if applicable):

I. Invoice 253336 for Project 63084.00 (Lake Nona Traffic Signal Modifications at Tavistock Lakes Blvd and Veterans Way) Through 12/02/2017 - $840.00

Fund 01· Account and subaccount, if any, from which disbursement to be made: 2013 Acquisition and Constrnction Account of the Acquisition and Constrnction Fund.

The undersigned hereby certifies that obligations in the stated amount  set forth above have been incurred by the District, that each disbursement set forth above is a proper charge against the Acquisition and Constrnction Account, that each disbursement set forth above was incurred in connection with the acquisition and construction of the Project and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or ,¥ill not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

No event has occmred and is continuing which constitutes an Event  of  Default,  as defined by the Master Indenture, or would constitute and Event of Default but  for  the requirement that notice be given or time elapse or both.

BCID Requisition 359: Vanasse Hangen Brnstlin	January 5, 2018	Page 1 of2

JJ\[;\ii \ ,?

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or services reudered with respect to which disbursemeut is hereby requested.

Boggy Creek Imp :icL-
 	--41-	--
Authorized Officer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OFISSUANCE AND CAPITALIZED INTEREST REQUESTS ONLY

The imdersigned Consulting Engineer hereby ce11ifies that this disbmsement is for a Cost of-the Project and is consistent with: (i) the applicable acquisition or constrnction contract;  (iD the plans and specifications for the po1tion of the Project with respect to  which  such disbmsement is being made; and, (ii) the report of the District Engineer as such report shall have been amended  or modified on the date hereof.	-
//

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BCID Requisition 359: Vanasse Haugen Brnstlin	January 5. 2018	Page 2 of2

EXHIBIT "A"
FORM OF REQUISITION

The undersigned, an Authorized Officer of Boggy Creek Improvement District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Tiust Indenture from the District to U. S. Bank National Association  as trustee (the "Trustee"), dated as of December 1, 2010 (the "Master Indenture"), as amended and supplemented by the Second Supplemental Indenture from the District  to the Trustee,  dated  as of April 1, 2013 (the Master Indenture as amended and supplemented is hereinafter referred to as the "Indenture") (all capitalized terms used herein  shall have  the  meaning  ascribed  to  such term in the Indenture);

RequisitionNumber: 360

Name ofPayee: City of Orlando

Amount Payable: $10,000.00

Purpose for which  paid  or  incnrred  (refer  also  to specific contract if amonnt is dne and payable pursuant to a contract involving progress  payments, or, state Costs oflssnance, if applicable):

1. Fee Cormected with the Nemours Parkway West and Lift Station No. 10 Hold Hrumless Agreement - $10,000.00

Fund or Account and subaccount, if any, from which disbursement to be made: 2013 Acquisition and Construction Account of the Acquisition and Construction Fund.

The undersigned hereby ceitifies that obligations in the stated amount set forth  above have been incurred by the District, that each disbursement set fmth above is a proper charge against the Acquisition and Constmction Account, that each disbursement set forth above was incurred in cormection with the acquisition and construction of the Project and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, 01· attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set fo1th above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby fiuther ce1tifies that snch requisition contains no item representing payment on account of any retained percentage which the District is at the date of such ce1tificate entitled to retain.

No event has occurred and is continuing which constitutes an Event of  Default,  as defined by the Master Indenture, or would constitute and Event of Default but  for  the requirement that notice be given or time elapse or both.

BCID Requisition 360: City of Orlando	January 12, 2018	Page 1 of2
Kn·l ~-.l.".r'":J''VE1,D,,    JHF, 'H"   ·l   'ff    g">,J,j,l,tttJi

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby requested.

Boggy 9/e k Improvement District
f1 /	\.	.. •	
Authized-£ilfficer
L1.,.(V1i1/GI	Levt<i

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE AND CAPITALIZED INTEREST REQUESTS ONLY

The undersigned Consulting Engineer hereby ce1tifies that this disbursement is for a Cost of..the Project and is consistent  with:  (i)  the  applicable  acquisition  or  construction  contract;  (ii) the plans and specifications for the  p01tion  of  the  Project  with  respect  to  which  such disbursement is being made; and, (ii) the rep01t of the District Engineer as  such report  shall have been amended or modified on the date hereof.

Jf	-	(L1e.w t- ,'I

BCID Requisition 360: City of Orlando	January 12, 2018	Page 2 of2
RECEIVED J/1\ I ! 7 20'iii'i

BOGGY CREEK IMPROVEMENT DISTRICT

Ratification of Operation & Maintenance Expenditures Paid in January 2018
in the amount totaling $52,662.72

BOGGY CREEK IMPROVEMENT DISTRICT
DISTRICT OFFICE• 12051 CORPORATE BLVD• ORLANDO, FL 32817 PHONE: (407) 382-3256 • FAX: (407) 382-3254

Operation and Maintenance Expenditures For Board Approval

Attached please find the check register listing Operations and Maintenance expenditures paid from January 1, 2018 through January 31, 2018. This does not include expenditures previously approved by the Board.

The total items being presented:	$52,662.72

Approval of Expenditures:

Chairman Vice Chairman
 		Assistant Secretary

2/10/18	Boggy Creek Improvement District
1:01:07 PM	AP Check Register (Current by Bank) Check Dates: 1/1/2018 to 1/31/2018
 Check No.	Date	Status	Vendor ID Payee Name
BANK ID: SUN • CITY NATIONAL BANK

Page: 1

Amount
001-101-0000-00-01

3131	01/06/18	p	ALLEN	Allen E Smith Ranch & Farming		$300.00	
3132	01/06/18	p	CAROL	Carol King Landscape Maint.		$60.00	
3133	01/06/18	p	DONMC	Donald W. McIntosh Associates		$3,622.50	
3134	01/06/18	p	FISH	Fishkind & Associates, Inc.		$6,716.99	
3135	01/06/18	p	MLM	Michael's Lighting Maint.		$790.00	
3136	01/06/18	p	ORLSEN	Orlando Sentinel		$196.25	
3137	01/06/18	p	RLEVEY	Richard Levey		$200.00	
3138	01/06/18	p	TCZAPK	Thaddeus Czapka		$200.00	
3139	01/08/18	p	AWC	Aquatic Weed Control, Inc.		$835.00	
3140	01/08/18	p	VALLEY	BrightView Landscape Services		$3,195.25	
3141	01/08/18	p	MLM	Michael's Lighting Maint.		$81.25	
3142	01/08/18	p	VENTUR	Venturesln.com		$105.00	
3143	01/25/18	p	CAROL	Carol King Landscape Maint.		$20,429.00	
3144	01/25/18	p	DONMC	Donald W. McIntosh Associates		$2,285,00	
3145	01/25/18	p	FISH	Fishkind & Associates, Inc.		$2,955.36	
3146	01/25/18	p	GRAU	Grau and Associates		$500.00	
3147	01/25/18	p	HGS	Hopping Green & Sams		$1,882.04	
3148	01/25/18	p	RLEVEY	Richard Levey		$200.00	
3149	01/25/18	p	TCZAPK	Thaddeus Czapka		$200.00	
					BANK SUN REGISTER TOTAL:	$44,753.64	
					GRAND TOTAL :	$44,753.64	

!:.t+,753<>64
OVL--	7,9J9°os
::',662°72

0

+
,,,

* Check Status Types: "P" Printed ; "M" - Manual ; "V" - Void ( Void Date )i "A" - Application; "E" - EFT
** Denotes broken check sequence.

BOGGY CREEK IMPROVEMENT DISTRICT

Payment Authorization #335
12128/2017

Item	Payee	Invoice	General
No.	 	Number	Fund

1	Allen E Smith Ranch & Farming Magnolia Tree Removal Due lo Hurricane	
3444	
$	300.00	
2	Carol King Landscape Maintenance			
	Irrigation Services on Clock 10	158702	$	60.00	
3	Donald W McIntosh Associates			
	Public Facilities Report Services Through 12/01/2017	34473	$	3,622.50	
4	Fishkind & Associates			
	DM Fee & Reimbursables: December 2017	21814	$	6,716.99	
5	Michael's Lighting Maintenance			
	Lighting Troubleshooting	5445	$	790.00	
6	Orlando Sentinel
Legal Advertising on 12/18/2017	

OSCM349213	

$	196.25	

7	Supervisor Fees -12118/2017 Meeting

-

Richard Levey	-	$	200.00
Thad Czapka	$	200.00

TOTAL	$ 12,085.74

   .. d!LllJ	 	
ecrettry/Assistant Secretary	Chairperson

JAM O ! 2018

p c•oat, ,,,-, ,.
\ .. ·

BOGGY CREEK IMPROVEMENT DISTRICT

Payment Authorization #336
1/5/2018		
Item
 	No.		Payee	Invoice Number	General Fund	

Aquatic Weed Control
January Waterway Service	21625	$	835,00

BrightView l.andscape Services
	Irrigation Repairs	5554479	$	220,50	
	Irrigation Repairs	5554480	$	551,25	
	Irrigation Repairs	5554481	$	72.00	
	Irrigation Repairs on Controller#30	5554482	$	404.25	
	Irrigation Repairs on Controller #28	5554483	$	808.50	
	Irrigation Repairs on Controller #13	5554484	$	404.25	
	Irrigation Repairs on Controller #12	5554485	$	220.50	
	Irrigation Repairs	5554486	$	294.00	
	Controller Clock 11 Troubleshooting	554487	$	220,00	
3	Michael's Ughting Maintenance
Night Lighting Check on 12/29/2017	
5524	
$	81.25	
ouc	- pJ	l)v'l \i /\t	I I &'Iig
Account: 2562183178; Service 11/02/2017 -12/03/2017	-	$	7,909.08
Venturesln,com
January Application Hosting	43432	$	105.00

TOTAi.	$    12,125,58

,	.:	Ji'-' c/?I

r;I
ecnlMlry/Assislant Secretary

Chairperson

\

::,); 1i1·

BOGGY CREEK IMPROVEMENT DISTRICT

Payment A11tl!orization #337
1/12/2018
Item
No.

Grnu and Associates

Payee	invoice
Number

General Fund

FY 2017 Audi!	16156	$	500.00

Hopping Green & Sams
General Counsel Through 11/30/2017	97859	$	1,882.04

TOTAL	$	2,382.04
 I	rl:u:>J )	 	
\)	seWlary/Assistanl Secretary	Chairperson

J

l	.W
'	\\1?1\1%
RECEIVED J,l\N l 3 20!8

BOGGY CREEK IMPROVEMENT DISTRICT

Payment Authorization #338
1119/2018
Item	
Payee	
Invoice	
General	
 	No. 		Number	Fund	
1	Carol King Landscape Maintenance			
	January Landscape Services	159067	$ 20,429.00	
2	Donald W McIntosh Associates			
	Engineering Services Through 12/29/2017	34599	$	300.00	
	Public Facilities Report Services Through 12/29/2017	34600	$	1,965.00	
3	Fishkind & Associates			
	DM Fee & Reimbursables: January 2018	21961	$	2,955.36	
4	Supervisor Fees• 01/16/2018 Meeting
Richard Levey	-	
$	200.00	
Tllad Czapka	-	$	200.00	

TOTAL	

$ 26,069.36	

-	rf:/J Affil:J	 	
'Secrefary/Assistant·Secretary	Chairperson

Jl--iij·1

!'!,\,i~l.c1.r0.:-c;J"\.,f, i't~,'•tJ·    ·&   11.  te.

rs	-,,,
U1  L i !"ji

BOGGY CREEK IMPROVEMENT DISTRICT

Recommendation of
Work: Authorizations/Proposed Services
(if applicable)

BOGGY CREEK IMPROVEMENT DISTRICT

Recommendation for Work Authorization/ Proposed Services

Project Name: Lake Nona Blvd. at Veterans Way

Brief Description: Landscape Design for Revised Median

Name of Consultant /Vendor:	AECOM

Is this work pursuant to an existing Agreement?

/		Yes	 		No

If so, name and dateof Agreement:

ls this project included in the District Capital Improvement Plan?	Yes	--	No

Are the services required contemplated in the Capital Improvement Plan? ls this a continuation of previously authori zed work?

Proposal attached:	_L 	ves	--	No

I	Yes Yes

_	_	No

---	No

Form of Agreement Utilized: _ _ _ _

_ _ _ _

_ _ _ _

Amount of Services: Recommendation:

$ I 2., lo50, OJ-
Approve	Deny

By:

c:		Jill Bums Jennifer Walden Tucker Mackie Jeffrey Newton

AE'COM

AECOM
150 N Orange Avenue Suite 200
Orlando, Florida 32601 www.aecom,com

407 8436552	tel
407 839 1789	fax

Work Order No. TBD

AECOM Project
No:	 	TBD		Work Order Date: 	February 6, 2018

Project Name:	Lake Nona Blvd. at Veterans Way Landscape Design Services

Consultant:

AECOM

Client:		Boggy Creek Improvement District, c/o Tavistock Development Company

Address:

150  N. Orange Avenue, Suite
200, Orlando, Florida 32801

12051 Corporate Blvd.
Address:	Orlando Florida 32817

Cost Code: TBD

Scope of Services
AECOM is hereby directed to perform the Scope of Services as outlined in Section 2.0 of the Master Services Agreement for landscape architectural services for Lake Nona South Roadways - Boggy Creek Improvement District dated October 9. 2008, and as further indicated below. All services shall be accomplished in accordance with the Master Services Agreement into which this Work Order is hereby incorporated.
(see attached scope of services).

Project Description

AECOM will provide Landscape and Irrigation Design services for the Lake Nona Blvd. left-turn lane addition southbound at Veterans Way. This project consists of an additional left-turn lane added within the current median on the westbound side of Lake Nona Blvd. which will facilitate dual left turns onto Veterans Way.
AECOM proposes to provide the following services as further documented in Attachment A- Scope of Services

Subconsultants

The following professionals shall be subconsultants to AECOM, and their fees are included in the fees listed herein:
Irrigation:	Computerized Design Services, Inc. (Kevin Smith)

Structural: Cost Est:
Accent Lighting: 0ther:

-N/A-----------------------------
-N/A-----------------------------
-N/A----------------------------
-N/A-----------------------------

AE'COM

AECOM
150 N Orange Avenue Suite 200
Orlando, Florida 32801 www.aecom.com

407 843 6552	tel
407 839 1789	fax

Program Elements (included if checked):
0	Landscape
0	Irrigation
D Sidewalk (Finishes, layout, and grading)
D Water Features:	 	
D Garden Architecture (Pavilions & Trellis)
D Entry and Sign Monuments
D Site Walls
D Fences
D	Site Furnishings:
D landscape Aesthetic Grading
D	Decorative Pavers (Selection and layout only. Pavement cross-section by Civil Engineer.)
D Columns and Steps
D	Landscape Accent Lighting
[KJ Other:	Roadway Lighting Fixture coordination

Scope Elements (included if checked)
D Part I -Conceptual Design
D Part II - Schematic Design
0	Part Ill - Design Development
0	Part IV - Construction Documents

[TI	Part V - Building Permit Assistance
[TI	Part VI - Bidding Assistance
[TI	Part VII - Construction Phase Services
D	Part VIII - Other - Construction Document Revisions

11. Schedule

D	
Part II -Schematic Design		
0	Part 111- Design Development	1 week	
0	Part IV -Construction Documents	1 weeks	
0	Part V - Building Permit Assistance	2 weeks	
0	Part VI - Bidding Assistance	
1 weeks	

AECOM will complete the checked scope elements within the timeframes listed below. AECOM will not initiate work on a scope element without prior approval from The Boggy Creek Improvement District. D Part I - Conceptual Design

AECOM

AECOM
150 N Orange Avenue Suite 200
Orlando, Florida 32801
www.aecom.com

407 8436552	tel
407 839 1789	fax

[KJ Part VII - Construction Phase Services
D Part VIII - Other- Construction Document Revisions Ill. Compensation
Part VIII - services shall be provided on a fixed fee basis. Direct expenses shall be billed at actual cost in addition to the budget provided. These budgets will not be exceeded without Client authorization.
D  Part I - Conceptual Design	$0
D	Part  II -Schematic Design	$0
[KJ Part Ill - Design Development	$4,100
[KJ Part IV - Construction Documents	$4,700
[KJ Part V -  Building  Permit Assistance	$ 1,250

□

[KJ Part VI - Bidding Assistance	$ 1,000
[KJ Part VII -  Construction Phase Services	$1,600 Part VIII -  Other-Construction Document Revisions	$0

* Miscellaneous printing and reimbursements not to exceed $250.00.

/

Agreed To and Accepted By:

Boggy Creek Improvement District,

AECOM

By:   

-;:;::;:-;;;- -
Richard Levy

By:
Randy Mejeur

Nti;f//t=-

Its: 	_Chairma11	
Title

Date: 	_

Its:	Princi al
Title

Date:	February 6, 2018

Aa'COM

AECOM
150 N Orange Avenue
Suite 200
Orlando, Florida 32801 www.aecom.com

407 843 6552	tel
407 839 1789	fax

Attachment A - Scope of Services:

SCOPE ELEMENTS

Task Ill - Design Development (60% CDs)
Attend one (1) two-hour site visit to inventory the existing conditions of the site and document the existing landscape and irrigation materials which require demolition at the Lake Nona Blvd. intersection
Coordinate with the with Civil Engineer regarding roadway geometry and utility locations
Provide one (1) set of Landscape and Irrigation Demolition Plans (at a drawing scale of 1" = 20')
Provide one (1) set  of  Landscape  Plans (at  a drawing scale of 111   = 20') for street trees, landscape, and light pole layout based on the Client's preferred plan and section. Plans will include replanting plan for the proposed Lake Nona Blvd. intersection
Provide input and irrigation co-ordination for POC/POS and all underground sleeving input necessary under roadway and sidewalks
Provide a Preliminary Opinion of Probable Cost

Task IV- Construction Documents {100% CDs)
Client shall provide comments on the Task Ill deliverables within 2 weeks of submittal of those deliverables.
Further refine design plans based on comments from Task 3
Coordination of design refinements with Civil Engineer relative to roadway geometry and utilities
Provide one (1) set of Landscape and Irrigation Demolition Plans (at a drawing scale of 1" = 20')
Provide one (1) set of Irrigation Plans (at a drawing scale of 1" = 20') to include head layout, pipe sizes, valve locations, sleeves, and details
Provide one (1) set of Landscape Plans (at a drawing scale of 1"a 20') to include layout of street lighting
pole locations, trees, shrubs, and groundcover with details and a plant list
Provide one (1) Final Opinion of Probable Cost for the Landscape Architectural features of the project (excludes lighting cost)

Task V - Permitting Assistance
Provide one (1) submittal of 100% Construction Documents to the City of Orlando Permitting Division
Provide one (1) revision and resubmittal to the 100% CDs based on comments by the City of Orlando

Task VI - Bidding Assistance
Review contractor bids from one (1) submittal period according to the agreed schedule
Provide one (1) Bid Document spreadsheet to align with contractor's estimate of costs

Task VII - Construction Phase Services
Attend one (1) site visit during construction to verify the work performed by the contractor
Provide one (1) punch list documenting the observations made during the construction site visit

Additional Services-AECOM will provide Additional Services as mutually agreed between AECOM and the Client. An equitable adjustment to AECOM's compensation and time for performance will be made through an amendment to this Agreement for any Additional Services.

AE'COM

AECOM
150 N Orange Avenue Suite 200
Orlando, Floridc1 32801
www.aecom.corn

407 843 6552	tel
407 839 1789	fax

PROJECT SCHEDULE

AECOM is prepared to begin work on the project immediately upon receipt of this executed Letter of Agreement and a retainer if required under Compensation. AECOM, in consultation with the Client, shall perform its work in such a manner as to comply with a mutually agreed schedule.

ASSIGNED PERSONNEL

The following personnel from AECOM will be assigned to this project, and will have the responsibilities described:

Randy Mejeur Michael Brown

Principal-In-Charge/Job Assignment Project Manager/Job Assignment

BOGGY CREEK IMPROVEMENT DISTRICT

Recommendation for Work Authorization/ Proposed Services

Project Name: Lake Nona Blvd. at Tavistock Blvd. and Veterans Way

Brief Description: VHB Construction Administration Services for Signalization

Name of Consultant /Vendor:	Vanasse Hangen & Brustin, Inc. (VHB) 	

Is this work pursuant to an existing Agreement?		Yes	--	No	
If so, name and date of Agreement:					

Is this project included in the District Capital Improvement Plan?
Are the services required contemplated in the Capital Improvement Plan? Is this a continuation of previously authorized work?	

 		
Yes Yes
Yes	

 	

No No
No	

Proposal attached:	/	Yes

-	-	No

Form of Agreement Utilized:_

_ _ _ _

_ _ _ _ _ _ _

Amount of Services : Recommendation:

$	S:-tb6f 6-2-

Approve	Deny

By:

Lm:efKaufman1,1Chairman
Boggy Creek Improvement District Construction Committee

c:		Jill Bums Jennifer Walden Tucker Mackie Jeffrey Newton

•••

 thb
Phone:  407.839.4006
Fax:	407.839.4008
www.vhb.com
Engineers I Scientists I Planners I Designers

VanasseHangen Brustlin, Inc. Landmark Center Two
Suite 300
225 E. Robinson Street Orlando, Florid a 32801

D New Contract Amendment N o.

Date Project No.

Client Authorization

February 6, 2018

63084.02

Project Name	Lake Nona Blvd. at Tavistock & Veterans Way
Si_f!nal Construction Administration Services To:	Boggy Creek Improv ement District	Cost Estimate	Amendment
C/o John Florio, P.E.

Contract Total

Donald W. McIntosh Associates, Inc.
2200 Park Avenue North Winter Park, FL 32789

Labor Expenses

Fixed Fee

$5,664.00

As incurred

D Time & Expenses

D  Cost + Fixed Fee	D Other

Pursuant to the original agreement, Vanasse Hangen Brustlin, Inc., (VHB) provides this amendment for the additional services as outlined below. The services will be accomplished in accordance with the conditions of the original agreement. The additional scope of work is described below.

PROJECT DESCRIPTION

VHB will provide Const ruction Administration Services for the Boggy Creek Improvement District for the construction of a mast arm signal at the intersection of Lake Nona Boulevard and Tavistock LakesN eterans Way located in the City of Orlando, Florida.

SCOPE OF SERVICES

Task 1: Construction Administration Services

VHB will provide Construction Administration Services for the construction of a mast arm signal at the intersection of Lake Nona Boulevard and Tavistock LakesNeterans Way. The approved signal plans designed by VHB for the project will be used as the basis for the Con stru ction Administration Services.

The Constru ction Administration Services will be performed to evaluate if the traffic signal is installed and operates in compliance with the engineering plans approved by the City of Orlando and in accordance with the Cit y of Orlando Traffic Operation requirements. The determination will be based on the following:
VHB will review of the sign al plans to regain familiarity with the project.
Shop Drawing Review: VHB will review submittals for signal related components of the project. VHB's review and approval of subm itt als such as shop drawings , product data, samp les and other data will be for the limited purpose of checking for conforman cewith the design concept and the info rmation in VHB's documents. This revi ew will not include review of the accuracy or completeness of deta ils, such as quantit ies, dimensions, weights or gauges, fabrication process, constru ction means or methods,

Two originals of this Authorization need to be executed One original needs to be forwarded lo Accounting Contract Files.

coordination of the work with other trades or construction safety precautions, all of which are the sole responsibility of the contractor and other unrelated parties. Review of a specific item will not indicate that VHB has reviewed the entire assembly of which the item is a component. VHB will not be responsible any deviations from VHB's documents or other documents which are not brought to the attention of VHB in writing by the contractor. VHB will not be required to review partial submissions or those for which submission of correlated items have not been received.
Construction Administration: VHB will make periodic field visits to observe construction, as well as attend the testing of the infrastructure prior to Regulatory Agency Certification. These observations will not be exhaustive or continuous. VHB will not be responsible for the means, methods, techniques, sequences or procedures of construction selected by the contractor or the safety precautions and programs incidental to the work of the contractor. VHB will keep the Client informed of the progress of the work and will advise the Client of known patent defects and deficiencies in such work. These visits will be scheduled as necessary for certification purposes or as requested by the Client. VHB has estimated a one (1) month site construction duration with a total of four (4) site visits. This amendment assumes that the Client or Contractor will prepare the National Pollutant Discharge Elimination System Notice of Intent (NPDES NO!), perform weekly monitoring and file for the Notice of Termination ("NOT").
VHB will respond to contractor's requests for information (RF!s).
Once the project has been completed in conformance with the approved construction plans, VHB will prepare a Certification Letter to the City of Orlando.

ADDITIONAL SERVICES REQUIRED FOR SIGNAL APPROVAL

Should any additional services be required outside of Task 1 described above, VHB will prepare a proposal or amendment, at the Client's request, that contains the Scope of Services, fee and schedule required to complete the additional work items.

ASSUMPTIONS

It is understood that VHB will perform services under the sole direction of the Client. In the performance of these services, VHB will communicate its efforts with those of other project team members as required.

SERVICES NOT INCLUDED

The following services have not been included in this Amendment at this time:

Preparation of record drawings and as-built drawings
Survey services
Geotechnical services
Testing services
Construction inspection services

SCHEDULE

VHB will begin performance of the above services on the date written authorization to proceed is received. The schedule is also subject to timely delivery of information promised by the Client. Since the Construction Administration Services are dependent on the progress of the signal construction, VHB will follow the schedule provided by the signal contractor.

COMPENSATION

VHB will perform the Scope of Services contained in this Agreement on for a lump sum of $5,664.

Project Element	Fee	
Task 1: Construction Administration Services	$5,664	
Total Lump Sum Fee	$5,664	

In addition to the labor compensation, VHB will  be  reimbursed  for expenditures  made specifically for the  project such as: printing and reprographics; travel and subsistence; computer charges; telephone charges; shipping,  postage,  and courier service charges; purchase of maps and similar documents; etc. These direct  expenses  will  be  billed  at  their actual cost. If sub-consultants and subcontractors are engaged by VHB  for  this  project  and  are,  therefore,  under contract to VHB, their services will be invoiced at 1.10 times their actual cost. This adjustment covers ihe additional expense of coordination/ administration.

Prepared By: Kathryn Lee	Department Approval: P. Yeargain

Please execute this Client Authorization for VHB to proceed with the above scope of services at the stated costs. No services will be provided until it is signed and returned to VHB.

D Subject to attached terms & conditions.

Vanasse Hangen Brustlin, Inc. Authorization

By	
Paul W. Yeargain, P.E.

1:2] Subject to terms & conditions in our original agreement dated 8/15/2017

Client Authorization (Please sign original and return)

By	

 Title	Managing Director, Orland_c,_		 Title	

 Date	February 6, 2018	 Date	

BOGGY CREEK IMPROVEMENT DISTRICT

Review of District's Financial Position and Budget to Actual YTD

Boggy Creek Improvement District
Statement of Financial Position As of 1/31/2018

General	Debt Service	Capital Projects	General Long-	Total
Term Debt

Current ASsets		Assets		
General Checking Account	$105,137.86				$105,137.86	
State Board of Administration	1,233.61				1,233.61	
Due From Other Governmental Units	14,619.89				14,619.89	
Deposits	4,300.00				4,300.00	
General Reserve	0.88				0.88	
Infrastructure Capital Reserve	39,289.59				39,289.59	
Interchange Maintenance Reserve	7,097.04				7,097.04	
Debt Service Reserve A1 Bond		$3,954,031.25			3,954,031.25	
Revenue A1 Bond		58.70			58.70	
General Checking Account			$13,113.89		13,113.89	
Acquisition/Construction A1 Bond			1,537,659.07		1,537,659.07	
Total Current Assets	$171,678.87	$3,954,089.95	$1,550,772.96	$0.00	$5,676,541.78	

Investments

Amount Available in Debt Service Funds	$3,954,089.95	$3,954,089.95	
Amount To Be Provided	48,270,910.05	48,270,910.05	
Total Investments	$0.00	$0.00	$0.00	$52,225,000.00	$52,225,000.00

Total Assets	$171,678.87	$3,954,089.95	$1,550,772.96	$52,225,000.00	$57,901,541.78

 	Liabilities and Net Assets	

_Current Liabilities		
Accounts Payable	$23,398.25				$23,398.25	
Accounts Payable			$63,212.29		63,212.29	
Total Current Liabilities	$23,398.25	$0.00	$63,212.29	$0.00	$86,610.54	

Long Term Liabilities

Revenue Bonds Payable Long-Term				$52,225,000.00	$52,225,000.00	
Total Long Term Liabilities	$0.00	$0.00	$0.00	$52,225,000.00	$52,225,000.00	

Total Liabilities	$23,398.25	$0.00	$63,212.29	$52,225,000.00	$52,311,610.54

Net Assets

Net Assets, Unrestricted	$69,306.58				$69,306.58	
Current Year Net Assets, Unrestricted	650.00				650.00	
Net Assets - General Government	(117,894.01)				(117,894.01)	
Current Year Net Assets - General Government	196,218.05				196,218.05	
Net Assets, Unrestricted		($4,119,295.41)			(4,119,295.41)	
Current Year Net Assets, Unrestricted		(648.67)			(648.67)	
Net Assets - General Government		8,074,034.03			8,074,034.03	
Net Assets, Unrestricted			($22,384,631.35)		(22,384,631.35)	
Net Assets, Unrestricted			(2,344,226.06)		(2,344,226.06)	
Current Year Net Assets, Unrestricted			(480,558.08)		(480,558.08)	
Net Assets - General Government			26,696,976.16		26,696,976.16	
Total Net Assets	$148,280.62	$3,954,089.95	$1,487,560.67	$0.00	$5,589,931.24	
						
Total Liabilities and Net Assets	$171,678.87	$3,954,089.95	$1,550,772.96	$52,225,000.00	$57,901,541.78	

Boggy Creek Improvement District
Statement of Activities As of 1/31/2018

General	Debt Service	Capital Projects	General Long-	Total
Term Debt

Revenues

Off-Roll Assessments	$391,559.26				$391,559.26	
Inter-Fund Transfers ln	650.00				650.00	
Other Assessments		$1,338,208.25			1 ,338,208.25	
Inter-Fund Group Transfers In		(2,643.24)			(2,643.24)	
Inter-Fund Transfers In			$1,993.24		1,993.24	
Total Revenues	$392,209.26	$1,335,565.01	$1,993.24	$0.00	$1,729,767.51	

Expenses

Supervisor Fees	$1,600.00				$1,600.00	
Public Officials' Liability Insurance	3,250.00				3,250.00	
Trustee Services	1,571.35				1,571.35	
Management	11,666.68				11,666.68	
Engineering	6,207.50				6,207.50	
District Counsel	3,598.68				3,598.68	
, Assessment Administration	7,500.00				7,500.00	
·-Audit	523.00				523.00	
Travel and Per Diem	44.51				44.51	
Telephone	13.35				13.35	
Postage & Shipping	34.48				34.48	
Copies	666.00				666.00	
Legal Advertising	841.92				841.92	
Miscellaneous	21.00				21.00	
Web Site Maintenance	435.00				435.00	
Dues, Licenses, and Fees	175.00				175.00	
Electric	327.66				327.66	
Water Reclaimed	4,384.78				4,384.78	
General Insurance	3,672.00				3,672.00	
Property & Casualty	64.00				64.00	
Irrigation	7,305.50				7,305.50	
Landscaping Maintenance & Material	93,108.00				93,108.00	
Flower & Plant Replacement	5,929.41				5,929.41	
IME - Aquatics Maintenance	1,085.48				1,085.48	
lME - Irrigation	1,654.00				1,654.00	
lME - Landscaping	26,557.68				26,557.68	
!ME - Lighting	373.41				373.41	
JME - Water Reclaimed	73.56				73.56	
Streetlights	12,683.13				12,683.13	
Interest Payments - A1 bond		$1,338,265.63			1,338,265.63	
Engineering			$153,459.71		153,459.71	
District Counsel			33,647.15		33,647.15	
Legal Advertising			314.18		314.18	
Contingency			296,136.62		296,136.62	
Total Expenses	$195,367.08	$1,338,265.63	$483,557.66	$0.00	$2,017,190.37	

Other Revenues {Ex enses} & Gains (Losses}						
Interest Income	$25.87				$25.87	
Interest Income		$2,051.95			2,051.95	
Interest Income			$1,006.34		1,006.34	
Total Other Revenues (Expenses) & Gains (Losses)	$25.87	$2,051.95	$1,006.34	$0.00	$3,084.16	

Change In Net Assets	$196,868.05	($648.67)	($480,558.08)	$0.00	($284,338.70)	

Net Assets At Beginning Of Year	
($48,587.43)	$3,954,738.62	$1,968,118.75	$0.00	$5,874,269.94	

Net Assets At End Of Year	
$148,280.62	
$3,954,089.95	
$1,487,560.67	
$0.00	
 	$5,589,931.24 	

Boggy Creek Improvement District
Budget to Actual
For the Month Ending 01/31/2018

YTD Actual	YTD Budget	YTD Variance	FY 2018
Adopted Budget

Revenues

Off-Roll Assessments	$	391,559.26	$	232,000.00	$	159,559.26	$	696,000.00	
Net Revenues	$	391,559.26	$	232,000.00	$	159,559.26	$	696,000.00	

General & Administrative Ex enses
Legislative
Supervisor Fees	$	1,600.00	$	1,600.00	$	$	4,800.00
Financial & Administrative
Public Officials' Liability Insurance	3,250.00	1,191.67	2,058.33	3,575.00	
Trustee Services	1,571.35	666.67	904.68	2,000.00	
Management	11,666.68	11,666.67	0.01	35,000.00	
Engineering	600.00	3,333.33	(2,733.33)	10,000.00	
Engineering (Public Facilities Report)	5,607.50		5,607.50		
Dissemination Agent		1,666.67	(1,666.67)	5,000.00	
District Counsel	3,598.68	10,000.00	(6,401.32)	30,000.00	
Assessment Administration	7,500.00	2,500.00	5,000.00	7,500.00	
Audit	523.00	1,280.00	(757.00)	3,840.00	
Arbitrage Calculation		400.00	(400.00)	1,200.00	
Travel and Per Diem	44.51	166.67	(122.16)	500.00	
Telephone	13.35	83.33	(69.98)	250.00	
Postage & Shipping	34.48	83.33	(48.85)	250.00	
Copies	666.00	500.00	166.00	1,500.00	
Legal Advertising	841.92	1,500.00	(658.08)	4,500.00	
Bank Fees		16.67	(16.67)	50.00	
Miscellaneous	21.00	1,000.00	(979.00)	3,000.00	
Web Site Maintenance	435.00	416.67	18.33	1,250.00	
Dues, Licenses, and Fees	175.00	58.33	116.67	175.00	
Total General & Administrative Expenses	$	38,148.47	$	38,130.00	$	18.47	$	114,390.00	

Boggy Creek Improvement District
Budget to Actual
For the Month Ending 01/31/2018

YTD Actual	YTD Budget	YTD Variance	FY 2018
Adopted Budget

$	327.66	$	666.67	$	(339.01)	$	2,000.00	
	166.67	(166.67)	500.00	
4,384.78	6,666.67	(2,281.89)	
20,000.00	
	1,666.67	(1,666.67)	
5,000.00	
	1,666.67	(1,666.67)	5,000.00	
	833.33	(833.33)	
2,500.00	
3,672.00	1,350.00	2,322.00	4,050.00	
64.00	33.33	30.67	100.00	
	250.00	(250.00)	750.00	
7,305.50	13,333.33	(6,027.83)	40,000.00	
93,108.00	93,457.78	(349.78)	280,373.33	
	1,666.67	(1,666.67)	5,000.00	
	1,666.67	(1,666.67)	5,000.00	
5,929.41	6,666.67	(737.26)	20,000.00	
	1,840.63	(1,840.63)	5,521.90	
1,085.48	1,148.33	(62.85)	
3,445.00	
1,654.00	10,833.33	(9,179.33)	32,500.00	
26,557.68	26,557.70	(0.02)	79,673.10	
373.41	812.50	(439.09)	2,437.50	
	270.83	(270.83)	812.50	
73.56	1,083.33	(1,009.77)	3,250.00	
	1,666.67	(1,666.67)	5,000.00	
12,683.13	11,666.67	1,016.46	35,000.00	
	440.00	(440.00)	1,320.00	
	6,722.22	(6,722.22)	
20,166.67	
	786.67	(786.67)	2,360.00	
$	157,218.61	$	193,920.00	$	(36,701.39)	$	581,760.00	

$	195,367.08	
$	232,050.00	
$	(36,682.92)	
$	696,150.00	
$	196,192.18	$	(50.00)	$	196,242.18	$	(150.00)	

$	25.87	
$	50.00	
$	(24.13)	
$	150.00	
$	25.87	$	50.00	$	(24.13)'	$	150.00	
$	196,218.05	$	$	196,218.05	$	

Field 0Qerations Ex enses Electric Utility Services
Electric
Entry Lighting
Water-Sewer Combination Services Water Reclaimed
Stormwater Control Mitigation Area Aquatic Contract
Other Physical Environment
Equipment Rental General Insurance Property & Casualty Other Insurance Irrigation
Landscaping Maintenance & Material Landscape Improvements
Tree Trimming
Flower & Plant Replacement Contingency
Interchange Maintenance Expenses
IME - Aquatics Maintenance IME - Irrigation
!ME - Landscaping IME - Lighting
IME - Miscellaneous IME - Water Reclaimed
Road &  Street  Facilities Entry and Wall Maintenance Streetlights
Parks & Recreation
Personnel Leasing Agreement
Reserves
Infrastructure Capital Reserve Interchange Maintenance Reserve
Total Field Operations Expenses

Total Expenses
Income (Loss) from Operations Other Income {Ex[!ense}
Interest Income
Total Other Income (Expense)

Net Income {Loss)

Boggy Creek Improvement District Budget to Actual

Oct-17

56,905.41	Nov-17	Dec-17	Jan-18

$  291,094.68	•	• 43,559.17	YTD Actual

$ 391,559.26	
56,905.41	$  291,094.68	$	$ 43,559.17	$ 391,559.26	

400.00	400.00	$	400.00	$	400.00	

$	1.600.00	
3,250.00		3,250.00	
1,571.35		1,571.35	
2,916.67	2,916.67	2,916.67	2,916.67	11,666.68	
	300.00	300.00	600.00	
	3,522.50	1,985.00	5,607.50	
	
1,716.64	1,882.04	
3,598.68	
7,500.00		7,500.00	
	23.00	500.00	523.00	
	13.41	13.41	17.69	44.51	
	13.35	13.35	
	3.22	31.26	34.48	
	519.00	147.00	666.00	
248.75	200.67	196.25	196.25	841.92	
	21.00	21.00	
120.00	105.00	105.00	105.00	435.00	
175.00		175.00	
16,181.77	$	4,457.97	I	9,185.08	I	8,323.65	$ 38,148.47	
	$	$	163.37	•	164.29	

$	327.66	
	
1,468.78	2,916.00	
4,384.78	

For the Month Ending 01/31/2018

Revenues
Off-Roll Assessments	$
Net Revenues	$

General & Administrative Ex enses Legislative
Supervisor Fees	$
Financial & Administrative
Public Officials' Liability Insurance Trustee Services
Management Engineering
Enginee1ing (Public Facilities Report) Dissemination Agent
District Counsel Assessment Administration Audit
Arbitrage Calculation
Travel and Per Diem Telephone
Postage & Shipping Copies
Legal Advertising Bank Fees Miscellaneous
Web Site Maintenance Dues, Licenses, and Fees
Total General & Administrative Expenses	I

Field Operations
Electric Utility Services
Electric	•
Entry Lighting
Water-Sewer Combination Services Water Reclaimed
Stormwater Control Mitigation Area Aquatic Contract

Boggy Creek Improvement District Budget to Actual
For the Month Ending 01/31/2018

YTD Actual

-
3,672.00
64.00
-
7,305.50
93,108.00
-
-
5,929.41
-
1,085.48
1,654.00
26,557.68
373.41
-
73.56

-
12,683.13

-
-
-	
$  157,218.61

$  195.367.08	
$   196,192.18

$	25.87	
$	25.87	
$ 196,218.05	

OcM7	Nov-17	Dec-17	Jan-18

other Physical Environment Equipment Renta!
Genera! Insurance	3,672.00
Property & Casualty Insurance	64.00
Other Insurance
Irrigation	2,993.75	1,116.50	3,195.25
Landsceping Maintenance & Material	23,202.00	23,202.00	23,502.00	23,202.00 Landscape improvements
Tree Trimming
Flower & Plant Replacement	1,440.00	4,489.41 Contingency
Interchange Maintenance Expenses

!ME - Aquatics Maintenance	271.37	271.37	271.37	
!ME - Irrigation		1,654.00		
IME - Landscaping	6,639.42	6,639.42	6,639.42	

271.37

6,639.42
IME - Lighting	313.39	60.02
IME - Miscellaneous
IME - Water Reclaimed	5.16	68.40
Road & Street Facilities
Entry and Wall Maintenance
Streetlights	162.50	8,005.69	4,514.94
Parks & Recreation
Personnel Leasing Agreement Reserves
Infrastructure Capita! Reserve

$ 33,848.79	$ 36,363.04	$ 45,975.09	$ 41,031.69	
$ 50:030.56	$ 401821.01	
$ 551160.17	$ 491355.34	
$	6,874.85	$ 250,273.67	$ (55,160.17)	$ {5,796.17)	

$	5.57	
$	6.55	
$	6.80	
$	6.95	
$	5.57	$	6.55	$	6.80	$	6.95	

Interchange Maintenance Reserve	 	                                                                                                                                         Total Field Operations Expenses

Total Expenses
Income {Loss) from Operations other Income {Ex2ense}
Interest !ncome
Total other Income (Expense)

Net Income {Loss)	$	6,880.42	$  250,280.22	$   (55,153.37)	$ (5,789.22)