Live Oak Lake
Community Development District Agenda
February 5, 2025

Agenda

Live Oak Lake
Community Development District
219 E. Livingston St., Orlando, FL 32801 Phone: 407-841-5524

January 29, 2025

Board of Supervisors Live Oak Lake
Community Development District

Dear Board Members:

The regular meeting of the Board of Supervisors of Live Oak Lake Community Development District will be held Wednesday, February 5, 2025, at 2:30 PM at the West Osceola Branch Library, 305 Campus Street, Celebration, FL 34747
Those members of the public wishing to attend the meeting can do so using the information below: Zoom Video Link: https://us06web.zoom.us/j/89972553280
Zoom Call-In Information: 1-305-224-1968
Zoom ID: 889 7255 3280

Board of Supervisors Meeting

Roll Call
Public Comment Period
Organizational Matters
Appointment of Individuals to Fill Seats 1 and 2
Administration of Oath of Office to Newly Appointed Supervisor
Consideration of Resolution 2025-01 Electing Officers
Approval of Minutes of the November 6, 2024 Board of Supervisors Meeting
Discussion Regarding Certificate of Substantial Absorption for the Series 2016 Assessments
Consideration of Requisition #20 - Series 2016 Acquisition and Construction Account
Staff Reports
Attorney
Stormwater Ratification Bill O&M Requirements Memo
Engineer
Field Manager’s Report
Proposal to Replace Broken Fountain with Solitude Lake Management
District Manager’s Report
Approval of Check Register
Approval of Balance Sheet
Other Business
Supervisors Requests
Adjournment

Section III

Section C

RESOLUTION 2025-01
A RESOLUTION ELECTING THE OFFICERS OF THE LIVE OAK LAKE  COMMUNITY  DEVELOPMENT DISTRICT, OSCEOLA COUNTY, FLORIDA.

Whereas, the Live Oak Lake Community Development District (the “District”) is a local unit of special-purpose government created and existing pursuant to Chapter 190, Florida Statutes; and

Whereas, the Board of Supervisors of the District (“Board”) desires to elect the Officers of the District.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE LIVE OAK LAKE COMMUNITY DEVELOPMENT DISTRICT:
Section 1. The following persons are elected to the offices shown:

Chairperson	 		
Vice Chairperson	 		
Secretary	 		
Assistant Secretary	 		
Assistant Secretary	 		
Assistant Secretary	 		
Assistant Secretary	 		
Treasurer	 		
Assistant Treasurer	 		
Assistant Treasurer	 		

Passed and adopted this 5th day of February 2025.
ATTEST:	LIVE OAK LAKE COMMUNITY DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

Minutes

MINUTES OF MEETING LIVE OAK LAKE
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Live Oak Lake Community Development District was held on Wednesday, November 6, 2024, at 2:30 p.m. at the Hart Memorial Library, 211 E. Dakin Ave., Kissimmee, Florida.

Present and constituting a quorum:
Scott Stearns by Zoom	Chairman
Andrea Stevens	Vice Chairperson
Mel Gray Marshall	Assistant Secretary
Ned Bowman	Assistant Secretary
Kimberly Locher by Zoom	Assistant Secretary Also present were:
Tricia Adams	District Manager, GMS
Monica Virgen	District Manager, GMS
Sarah Sandy by Zoom	District Counsel, Kutak Rock
Jarrett Wright	Field Services, GMS
Ashley Hilyard	Field Services, GMS
Nicole Stalder by Zoom	District Engineer, Dewberry

FIRST ORDER OF BUSINESS	Roll Call
Ms. Adams called the meeting to order at 3:28 p.m. Three Supervisors were present in person constituting a quorum. Mr. Stearns and Ms. Locher joined by Zoom.

SECOND ORDER OF BUSINESS	Public Comment Period
Ms. Adams opened the public comment period. There were no comments, the next item followed.

THIRD ORDER OF BUSINESS	Approval of Minutes of the September 4, 2024,
Board of Supervisors Meeting
Ms. Adams presented the draft meeting minutes from the Board of Supervisors September 4, 2024 meeting. These minutes have been reviewed by District Management staff and District Counsel. There were no corrections.

On MOTION by Mr. Bowman, seconded by Ms. Stevens, with all in favor, the Minutes of the September 4, 2024 Board of Supervisors Meeting, were approved.

FOURTH ORDER OF BUSINESS	Presentation of Series 2016 Arbitrage Rebate
Report
Ms. Adams presented the Arbitrage Report for the Series 2016 bond issue. The tax-exempt bonds were regulated by the IRS and calculations were done to confirm the District isn’t earning more interest than they are paying. The report confirmed no arbitrage issues.

On MOTION by Mr. Bowman, seconded by Ms. Stevens, with all in favor, the Series 2016 Arbitrage Rebate Report, was approved.

FIFTH ORDER OF BUSINESS	Consideration of Annual Proposal for Series
2016 Arbitrage Services
Ms. Adams presented a proposal from LLS Tax Solutions for arbitrage rebate calculations for FY25 at $500.

On MOTION by Mr. Bowman, seconded by Ms. Stevens, with all in favor, the LLS Tax Solutions Proposal for Series 2016 Arbitrage Services, was approved.

SIXTH ORDER OF BUSINESS	Consideration	of	Cost	Share	Agreement
(Irrigation and Fountains)
Ms. Sandy reviewed the cost share agreement with the Board.

On MOTION by Mr. Bowman, seconded by Ms. Marshall, with all in favor, the Cost Share Agreement (Irrigation and Fountains), was approved.

SEVENTH ORDER OF BUSINESS	Consideration	of	Tri-Party	Agreement
Regarding Developer Funded/County Obligation Agreement
Ms. Sandy discussed an impact fee credit that will be received by NLV or the District in connection with improvements that have previously been funded by the District or funded by NLV or certain ones funded by the developer in the future. When selling some of their property to Pulte they entered into a Tri-Party Agreement because certain credits that would be going to NLV now will be going to Pulte because they are either developing the property that was subject of that agreement with the County and may be obligated to provide certain items. This Tri-Party Agreement lays out those items reflecting certain of the impact fee credits that NLV & Pulte will be split between the two of those. It also provides that Pulte in certain circumstances may come to first NLV and then the District in order to purchase impact fee credits if needed in order to do development within the District. It also provides some explanation in terms of the impact fee credits even though the District will be receiving pond 19 once constructed by NLV or Pulte, the impact fee credit for that item since the District is not paying for it would continue to stay with the entity that built it. It acknowledges what the District approved in a previous resolution which is that the impact fee credits that the District is receiving under the county agreement, it recognizes that the District approved to pay out the revenue received from those impact fee credits from the county pursuant to Resolution 2024-08, those would be paid out to NLV as compensation for the acquisition of certain improvements included within the District’s CIP. Pulte & NLV asked that the CDD be a part of this because the CDD is part of the agreement with the County.

On MOTION by Ms. Stevens, seconded by Mr. Stearns, with all in favor, the Tri-Party Agreement Regarding Developer Funded/County Obligation Agreement, was approved.

EIGHTH ORDER OF BUSINESS	Consideration	of	FY24	Audit	Services
Engagement Letter
Ms. Adams stated the District is required to undergo an annual independent audit. The audit is due to be filed with the State of Florida by June 30th each year. The Board approved a 5-year audit agreement back in 2023 with FY2024 being $5,200.

On MOTION by Ms. Stevens, seconded by Mr. Bowman, with all in favor, the FY24 Audit Services Engagement Letter, was approved.

NINTH ORDER OF BUSINESS	Ratification of Proposal for Hurricane Milton
Clean Up
Ms. Adams stated the field services manager worked with Juniper to put this proposal together for $5,400 for cleanup of damaged trees, debris, and trees that needed to be staked. The Chair approved this proposal to start this cleanup as soon as possible.

On MOTION by Mr. Bowman, seconded by Ms. Stevens, with all in favor, the Proposal for Hurricane Milton Clean Up, was ratified.

TENTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Sandy had nothing further to report.

Engineer
Ms. Stalder updated the Board of the final wetland inspection and maintenance event that will occur next month and is a requirement of the District.

Field Manager’s Report
Mr. Wright reviewed the Field Managers Report on page 62 of the agenda package.

Consideration of Proposals for Landscape Services
Blade Runners – 97 total points
Prince & Sons – 95.33
United Landscape – 86.86
Yellowstone Landscape – 90.84
Ms. Adams reviewed the allocation per category for each proposer. Blade Runners was ranked #1 with 97 points. Mr. Wright recommends Blade Runners based on his review and analysis. Blade Runners start date will be January 1, 2025 with Board approval.

On MOTION by Mr. Bowman, seconded by Ms. Marshall, with all in favor, Ranking Blade Runners #1 with Start Date January 1, 2025, was approved.

Ms. Adams asked for a motion to terminate Juniper in accordance with the planned transition date of January 1, 2025.

On MOTION by Mr. Bowman, seconded by Ms. Locher, with all in favor, Terminating Juniper in Accordance with Agreement Terms, was approved.

District Manager’s Report
Ms. Adams updated the Board on the vacancies coming up effective November 19th for the general election seats where no one qualified. She noted two residents indicating they are qualified electors contacted her, Mr. Bob Holesko and Ms. Linda Warner. Appointment to the seats would be by Board motion and Board action. This item will be on the next agenda.

Approval of Check Register
Ms. Adams presented the check register through November 6, 2024 totaling $91,661.43.
The detailed run summary is included behind the check register.

On MOTION by Ms. Stearns, seconded by Mr. Bowman, with all in favor, the Check Register totaling $91,661.43, were approved.

Approval of Balance Sheet
Ms. Adams noted the unaudited financials through September 30, 2024 are provided for informational purposes. No Board action is required.

Discussion of New Meeting Location
Ms. Adams discussed different meeting locations. The adopted meeting schedule is to meet at Celebration Library the first Wednesday of each month at 2:30 p.m. but when that meeting room is not available the meetings are booked at Hart Memorial Library. The Board can change the meeting schedule by Board action if they choose to do so.

ELEVENTH ORDER OF BUSINESS	Other Business
There being no comments, the next item followed.

TWELFTH ORDER OF BUSINESS	Supervisors Requests
There being no comments, the next item followed.

THIRTEENTH ORDER OF BUSINESS	Adjournment

On MOTION by Mr. Bowman, seconded by Ms. Stevens, with all in favor, the meeting was adjourned.

Secretary / Assistant Secretary	Chairman / Vice Chairman

Section V

Live Oak Lake Community Development District Governmental Management Services
219 East Livingston Street Orlando, FL 32801
Sent Via email January 29, 2025 Scott Schuhle
U.S. Bank Global Corporate Trust
500 West Cypress Creek Road, Suite 460 Fort Lauderdale, FL 33309
Re:	Live Oak Lake Community Development District
Capital Improvement Revenue Bonds, Series 2016 (the “Series 2016 Bonds”) Reserve Release

Dear Mr. Schuhle:
With regard to the above referenced Series 2016 Bonds, the undersigned hereby certifies on behalf of Live Oak Lake Community Development District that the Series 2016 Assessments have been Substantially Absorbed. Pursuant to the terms of the First Supplemental Trust Indenture for the Series 2016 Bonds, once the Series 2016 Assessments have been Substantially Absorbed, the Series 2016 Reserve Requirement shall be reduced to 50% of the maximum annual debt service on the Series 2016 Bonds. Please accept this certificate as confirmation the Series 2016 Assessments have been Substantially Absorbed and pursuant to the terms of Section 405(ii)(A) of the First Supplemental Indenture, transfer the excess amount (estimated on the date of this letter as $476,837.50) to the Series 2016 Acquisition and Construction Account for use for the purposes of such Account, all as further provided in the First Supplemental Indenture.

Should you have any questions, please do not hesitate to call me at 407-841-5524. Sincerely,

Tricia Adams
District Manager and Responsible Officer
Live Oak Lake Community Development District 219 E. Livingston Street
Orlando, FL 32801 TAdams@gmscfl.com

Section VI

LIVE OAK LAKE COMMUNITY DEVELOPMENT DISTRICT CAPITAL IMPORVEMENT REVENUE, SERIES 2016
(Acquisition and Construction)

The undersigned, an Authorized Officer of Live Oak Lake Community Development 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 Trust Company, National Association, Orlando, Florida, as successor trustee (the "Trustee"), dated as of August 1, 2016 (the "Master Indenture"), as amended and supplemented by the 1st Supplemental Indenture from the District to the Trustee, dated as of August 1, 2016 (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: [20]

Name of Payee: Narcoossee Land Ventures, LLC

Total Amount Payable: $836,280.82 [Actual Amount to be Dispersed Based on Balance of Series 2016 Acquisition and Construction Account After Release of Series 2016 Reserve Account Funds:
$[476,837.50]1]

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Acquisition of Phase 2A & 2B Stormwater Improvements pursuant to that certain Agreement by and between the District and Narcoossee Land Ventures, LLC, Regarding the Acquisition of Certain Work Product, Infrastructure and Real Property, dated March 25, 2016, as may be amended from time to time

EVENT	AMOUNT	
Acquisition of Phase 2A & 2B Stormwater Improvements	$2,418,589.62	
LESS Amount Paid By Requisition #19	($1,582,308.80)	
BALANCE Owed After Requisition #19	$836,280.82	

Fund or Account and subaccount, if any, from which disbursement to be made:
Series 2016 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;
each disbursement set forth above is a proper charge against the Series 2016 Acquisition and Construction Account;
each disbursement set forth above was incurred in connection with the acquisition and/or construction of the Series 2016 Project; and
each represents a Cost of the Series 2016 Project which 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.

1 Amount to be confirmed by Trustee upon satisfaction of the Release Conditions and transfer of the Additional Construction Proceeds as further provided in Resolution 2024-07 and the Indenture.

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.

If this requisition is for a disbursement from other than the Costs of Issuance Account or for payment of capitalized interest, there shall be attached a resolution of the Governing Body of the District approving this requisition or approving the specific contract with respect to which disbursements pursuant to this requisition are due and payable.

Attached hereto are originals or copies of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby requested, and/or applicable real estate deeds and other documents for disbursements related to land acquisitions, are on file with the District.

LIVE OAK LAKE COMMUNITY DEVELOPMENT DISTRICT

By:			 Authorized Officer

Date:		

CONSULTING ENGINEER’S APPROVAL

If this requisition is for a disbursement for other than Capitalized Interest or Costs of Issuance, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Series 2016 Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the Series 2016 Project with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer attached as an Exhibit to the First Supplemental Indenture, as such report shall have been amended or modified on the date hereof.

Consulting Engineer

0	 \xi\:\	,2018
Live Oak Lake Community Development District c/o Kristen Suit, District Manager
Inframark Infrastructure Management Services 313 Campus Street
Celebration, Florida 34747

Re:	Live Oak Lake Community Development District
Acquisition of Portions of Twin Lakes Phase 2A/2B Stormwater Improvements Described in Exhibit "A"
Dear Kristen:

Pursuant to the Agreement by and between the Live Oak lake Community Development District and Narcoossee Land Ventures, LLC, Regarding the Acquisition of Certain Work Product, Infrastructure and Real Property, dated March 25, 2016, as may be amended from time to time, you are hereby notified that Narcoossee Land Ventures, LLC ("NLV"), has completed and wishes to sell to the Live Oak Lake Community Development District (the "District") those certain improvements described in Exhibit "A" attached hereto (the "Improvements"). NLV wishes to convey the Improvements, which were included in the District's Master Engineer's Report, dated March 25, 2016, as supplemented by the First Supplemental Engineer's Report, dated August 17, 2016, as may be amended from time to time (collectively, the "Engineer's Report"), to the District in exchange for the payment of the sum shown in Exhibit "A" attached hereto, representing the actual cost of constructing the Improvements less the costs to upsize the Improvements pursuant to the City of St. Cloud's ("City") Utility Master Plan for which costs NLV will receive sewer impact fee credits from the City. Please requisition the amount of the Acquisition Cost shown on Exhibit "A" to NLV. To the extent the Acquisition Cost exceeds the amounts available for payment of such in the District's Series 2018 Acquisition and Construction Account and/or the District's impact fee credit account, the Developer reserves the right to request that unpaid portions of the Acquisition Cost be reimbursed as future funds become available and/or treated as an Infrastructure Contribution under that certain Contribution Agreement between the District and NLV, dated August 18, 2016.

Sincerely,

NARCOOSSEE LAND VENTURES, LLC, a
Florida limited liability company
By: <	1W\)()..{\w	o.r1*
lts:V·1eµ],.2,·,cl,J:zyd   GI..Nlt{ 2UU(\sl.J 
cc:	Tucker F. Mackie, District Counsel Rey Malave, P.E., District Engineer
0

()	Exhibit "A"

Description of Improvements to be Acquired by CDD:

All Stormwater Management Facilities including ponds, lakes, wetlands together with master drainage pipes, structures, inlets, manholes, mitered end sections, headwalls and control structures between said ponds in and for the development of Twin Lakes Phase 2A and 2B, all located on portions of the real property described in the legal description attached hereto as Attachment A-1.

The sketch and legals in Attachment A-2 describe areas that include portions of the master system outside of the Platted Boundary. They include control structures and outfall piping for the wetland, control structures and outfall piping from the development ponds to the existing ditch, and ponds that benefit the future phases of the Twin Lakes development.

All being more particularly described in the highlighted portions of that certain As-Built Survey of Twin Lakes Phase 2A & 2B dated November 9, 2018, prepared by Johnny A. Brown, PSM.

Location of Imp_rovements: See Attachment A

Acguisition Cost:	$2,418,589.62
0

TRACTS R-8, OS-24, OS-26, OS-27, SW-10, SW-14, AND SW-15, AS SHOWN ON THE PLAT KNOWN AS TWIN LAKES PHASE 2A AND 2B, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 27, PAGES 121 THROUGH 126.

ALSO INCLUDING

THE REAL PROPERTY DESCRIBED IN THE LEGAL DESCRIPTION ATTACHED HERETO AS ATTACHMENT A-2.

C

i
I
...
..j..

LEGEND:
-It- UN£ BREAK
'1 CENJRAL AN<H
AC ACffES
CS CHORO B£ARINC
CH QICJRD LENGTH
f.DLP. FLDRIOA DEPARTIENT OF
EHWftHIEHTAI. PROTrC110H L LENG7H
118 IIAP BOOK
IJfB aflaAL RECORDS BOOK
PC POINT OF CVRVAJl/R£

PCC POINT OF COIIPOUND CVRVA1VRE
PG(S) PAG£(S)
P8 Pl.AT BOOK
PRC P<XNT OF RO£RSE aJRVArtMC PT POINT OF TANGENCY
PNT POMr OF NOH-TANGENCY R RADIUS
R/W RIGHT OF WAY
SEC SEC'fla#-70'Mi5HIP-RANG£
o CHANG£ IN DIR£C1ION

£ IRLO BRONSON MEMORIALIHWY {HWY 441}

f

i

.,
ij

-
1
lli
,!.
!

I

Iii,

2i
(
l

i
ij ii
i !
NOLTE RD
i

i:

:,...

T'MN £AKI. PHASE 2A-28

D

SITE

AJlJCATCR
	UJ<£ RD	

t
9
! SURVEY NOTES.·

VICINITY MAP
NOT TO SCALE

• .;,• •i'fl' • I.;
•	••,r	,l,)

!!:I
I

aI
f
I_,
.J.

	BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE SOUTH UN£ OF THE SOUTHWEST 1/4 OF SECnON 17, TOWNSHIP 26 SOUTH, RANGE J1 EAST, AS BEING S89'4J'11"£
LANDS SHOWN HEREON '/ERE NOT ABSTRACTED FOR RIGHTS-OF-WAY. EASEMENTS, OWNERSHIP, ADJOINERS OR OTHER INSTRUMENTS OF RECORD.
J. THIS  SKETCH	MEETS	THE	APPUCABLE	"STANDARDS	OF

1	{ .  · . ·; .	•

:'.!.

!

'MWAM D. DONLEY.', .' ;,: PROFESSIONAL SUR'IEYOR LICENSE NUMBER LS 5J81

PIII
DATE

PRACTICE" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL	SUR'IEYORS	AND	MAPPERS	IN	RULE
i	5J17.O5O-.O52, FLORIDA ADMINISTRAn'IE CODE.

NOT VAUD WITHOUT 1H£ S1GftA11JRE ANO THE ORIGINAL RAISED SEAL OF A
FLORIDA UCENSED SURVEYOR .ND IIAPPER

I 4.

1

;;,

SKETCH OF DESCRIPTION	DeW'berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826  FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION NO. LB 8011	
PREPARED FOR:

NARC00SSEE LAND VENTURES, LLC

OA1E: 12/lt/lB	PRO.I: 5(J(J15546
DATE: RE¥.	l.lRAIIH BY: ltS'
SCAie N/A	OIECKED Bl': TPT	
-OF-			
POND /15 DRAINAGE EASEMENT			
SECTKJNS 11 AND	701/NSHP 26 SOU1H, RANl7E :n CASr			

OSCEOLA COUNTY	FLORIDA			

I
i

THIS IS NOT A BOUNDARY SUR'IEY.	SHEET 1 OF 4	(SEE SHEET 2 FOR DCSallPTION OF SKETCH)
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

(
!

C
LEGAL DESCRIPTION:
PARCEL A
A PORTION OF SECTIONS 17 AND 2Q,_, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBEu AS FOLLOWS:
I
BEGINNING AT THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17;
.,	THENCE N89"43'11"W ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 24.74 FEET;	THENCE DEPARTING SAID SOUTH LINE RUN, soo·oo'oo"E, A DISTANCE OF 99.42 FEET,·

i

!	 THENCE N89"34'36"W, A DISTANCE OF 25.00 FEET,· THENCE Noo·oo'oo''E, A DISTANCE OF 118.36 FEET,· "'	THENCE N66"JO'OO"W, A DISTANCE OF 127.14 FEET TO A POINT ON A NON-TANGENT CURVE, CONCA VE SOUTHERLY, HAVING A RADIUS OF 676.00 FEET, A CENTRAL ANGLE OF 04"36 '37': A CHORD BEARING OF
.:	N84"59'11"E AND A CHORD DISTANCE OF 54.38 FEET,· THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 54.39 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY,
0	HAVING A RADIUS OF 124.00 FEET, A CENTRAL ANGLE OF 10·39'12•: A CHORD BEARING OF N81"57'53"E
"'  AND A CHORD DISTANCE OF 23.02 FEET,· THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE
: OF 23.06 FEET TO THE END OF SAID CURVE,· THENCE S66"30'00"E, A DISTANCE OF 55.81 FEET,· THENCE N90"00100"E, A DISTANCE OF 45.76 FEET,· THENCE soo·oo·oo''E, A DISTANCE OF 55.70 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 17; THENCE  N89"43'11"W ALONG SAID
'.'.'. SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 17, A DISTANCE OF 7.59 FEET TO THE POINT OF BEGINNING.
<z

C

gl CONTAINING: 8913.24 SQUARE FEET OR 0.205 ACRES.
TOGETHER WITH
w
PARCEL 8
i

.c

9	A PORTION OF SECTIONS 17 AND 2Q1-, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA,
i BEING MORE PARTICULARLY DESCRIBEu AS FOLLOWS:
j COMMENCE AT THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17,·
1	THENCE S89"43'11''£ ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE
:	OF 373.89 FEET TO THE POINT OF BEGINNING;	THENCE 570"24'29 'W, A DISTANCE OF 41.27 FEET TO A
!:i	POINT ON A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 676.00 FEET, A

!
!
..,.
l!
:;;
}

CENTRAL ANGLE OF 19·45'20•: A CHORD BEARING OF N70"24'29"E AND A CHORD DISTANCE OF 231.93 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 233.08 FEET TO THE END OF SAID CURVE,· THENCE S70"24'29"W, A DISTANCE OF 190.66 FEET TO THE POINT OF BEGINNING.
CONTAINING: 1,552 SQUARE FEET OR 0.036 ACRES.

SHEET 2 OF 4	(SE£ SHEU J-4 FOR HOF OESCRfPnON)

j..	S_K_E_7i_CH_O_F_D_£_S_C_RI_P_TI_O_N_O_N_L_Y.  TH_IS-/S_N_O_T_A_SU_R_VE_Y.	.

!

SKETCH OF DESCRIPTION	I Dewberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION NO. LB 8011	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATc: 12/11/18	PROJ: 50075546
DATE: REV:	ORAWN BY: ltS
SCALE: N/A	CHECKED BY: TPT	
-OF-			
POND /15 DRAINAGE EASEMENT			

SECTIONS 17 AND	TD'MiSHIP 26 SOUTH. RANCE .JI cAST			

OSCEOLA COUNTY	FLORIDA			

0

..,;,

f

a.
a.

( '

g'

g
"i
0

c·

i=:::!
0	15	 JO
I	I	I
1 INCH = JO FEET

PROPOSED TWIN LAKES PHASES 2A-2B PB ,PG_
NOT PLATTED
/
/

I

PNT	--	W LINE OF THE SE 1/4 OF---
C1	PRC	C2 	-	THE SW 1/4 OF SECTION
'6·	,	17-26-31

0
I	/J/66.:, ,

/l,-.

,

PARCEL A

N9o·oo·oo·E
45.76'
'

NOT PLATTED

.E.

voo-,,,

DRAINAGE EASEMENT
CONTAINS 0.205 ACRES ±

,l-<J

I.C')
le)

.",

POINT OF

- 1121}'.l

c

NOT PLATTED

r

SW CORNER OF THE SW 1/4 OF SEC 17-26-31
s LINE OF THE SW 1/4 OF SECTION 17-26-31
{BEARING OF BASIS) ss9·43·11"E 1321.1-=2_·
LN	LINE OF SECTION 20-26-31

BEGINNING	•
{PARCEL A) SE CORNER OF THE W 1/2 OF THE
SW 1/4 OF SECTION 17-26-31

lt)
II)

Cc):,

g
Ci)

N89"43'11 •w

zll	,
.. ----------,------------	----
\_N	LINE OF
{I	LOT 7	._	'11:f
w
:	LOT 7	.!-A.J	0)

7.59'
-,--------
NB9°(1-J'11"W	24.74'

i

THE SEMINOLE LAND &- INVESTMENT	C
COMPANY'S SUBDIVISION OF SECTION 20

15
k',J

I	a	8
.i, r	, C)

C)
p C)

TYMBER COVE
{PB 2, PGS 106-107}

...,
£"
1.1,.
.3
C

"'

.8..

I	CURVE TABLE	'	C)

CURVE	I LENGTH	I RADIUS	DELTA	CHORD	BEARING	
CT	54.39'	676.oo	I o4'36'Jr	I s4.JB'	NB4·s9•11·£	
C2	23.06'	124.00	I f0'J9'12n	I 23.02'	I N81'57'5J•E	

I	fx
1

I

i

£

:,
11.

-	,
-----	N89"J4'36nW	25.,00'	(SEE SHEET 1 FOR LEGEND)
SHEET 3 OF 4

r

;;.
0

SKETCH OF DESCRIPTION	De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE:: 12/11/18	PROJ: 50075546
DATE: REV:	ORAIm BY: l+S
SCALE: 1°-JO'	CHECKED BY: TPT	
-OF-			
POND /15 DRAINAGE EASEMENT			

SECTIONS 17 ANO 20, TD'MISH/P 26 SOUTH, RANGE .JI £AST			

OSCEOLA COUNTY	FLORIDA			

8
?
.0.,
a.

i

a.

1

"
J..

C:
"C'
"i

(Sf£ SHEET 2 FDR DESCRIPTION OF SKETCH)
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

c:

I

0

i:=::i
20
I
1 INCH - 4C FE£T

4()

I

0

-a
•

PROPOSED TWIN LAKES PHASES 2A-2B PB ,PG_
NOT PLATTED

..

"'

"

PARCEL 8 DRAINAGE EASEMENT
CONTAINS 1552 SQUARE FEET±

1,..::::: 576,0	"

233•0 o'

a'

.0 .

.u.

R:::::	,45'20 "

..

,!.
w
N

C0:::::N10,,;1.93'

19	. 4'29E

c\-1:::::'"

NOT PLATTED

POINT OF COMMENCEMENT
SE CORNER OF THE W 1/2 OF THE

·z4'2g"W

SW 1/4 OF SECTION 17-26-31

a:
0

<z

.w.
i

:

		s70 _f	LINE OF THE SW 1/4 OF SEC 17-26-31

S89'43'11"E 373.89'
POINT OF BEGINNING  {PARC[L 8}
	7

C

9
ti
l
ii
ad
."I':
N...,
C"l.
.,
.:
.3

..

.5

8
"'I
ii
2i

<

'b

S70'24'29"W	41.27'	LN LINE OF
LOT 7

LOT 7

THE SEMINOLE LAND &- INVESTMENT COMPANY'S SUBDIVISION OF SECTION 20
{PB 8, PGS 26}

SHEET 4 OF 4

(SE£ SHEET 1 FOR LEGEND} (5££ SH££T 2 FOR D£SCRIP710N OF SKETCH)

I
15

SKETCH OF DESCRIPTION
-OF-
POND /15 DRAINAGE EASEMENT	De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION NO. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/11/18	PROJ: 50075546
DAT£ REV:	ORA r.N BY: ltS	
SECTIONS I7 AND ,ffl TDINSHIP 26 SOOTH. RANGE I fAST			
		SCALE: 1•-40•	CHECKED BY: TPT	
OSCEOLA COUNTY	FLORIDA				

8
?
.0.,
a.

0"

§

J,
\

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

'
•:?'

C

1
"'
I
.2.
\!!

l

LEGEND:
-It-- IME BR&JC
4 C8fflW. AHQE
AC  ACRES
C8 CHORO El£ARIHG
CH CHCllO w«;1H
F.D.£P. Fl.OR/DA DEPAR111ENT OF
EN\fRON/IENTAL PROTrellON
L  LENG1H
118 IIAP BOOK
ORB DFFIOAL RECORDS BOOK PC POINT OF aJRVAMIE

PCC POINT OF COflPOUNO aMIVA1VR£' P08 POINT OF BEQNNING
PG(S) PAGE(S) PB FtATBOOK
PRC POINTOFRE\£RSECURVA1VR£'
PT POINT Of TANGENCY
PNT POtNr OF NON-TANGENCY
R RNNUS
R/W RIGHT Of WAY
SEC SEC1ION-TDltWSHIP-RANG£
o CHANG£ IN OIREC710N

j
(
J
SUR\f"Y NOTES:

I.ME RD	

E' IRLO BRONSON MEMORIALIH	WY (HWY 441)	
f	
§I	ij
I		
NOLTE: RD	-· -
SITE

§	N.llCATtR	

VICINITY MAP
NOT TO SCALE

j	1.		BEARINGS SHOMI HEREON ARE ASSUMED AND BASED ON THE SOUTH UNE OF THE SOUTHWEST 1/4 Of SECTION 17. TOWNSHIP
.!!	26 SOUTH, RANGE 31 EAST, AS BEING S89.4J',,.E.
LANDS	SHOWN	HEREON	WERE	NOT	ABSTRACTE:D	FOR
;	RIGHTS-OF-WAY, EASEMENTS,	OWNERSHIP,	AD.JOINERS	OR
...	OTHER INSTRUMENTS OF RECORD.

	wI /'///, ,,	,

'MLUAM D. DQN Y	..
PROFESSIONAL SUR.VfYOR ct MAifPER

12-.f!Jfa1#
-,-	'	DATE

I .J.
j
Ii
'j

THIS SKETCH MEETS THE APPLICABLE ·srANOARDS OF PRACTICE• AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J17.050-.052, FLORIDA ADMINISTRATIVE COD£

LICENSE NUMBER LS 5381
NOT VALID Wf7HOUr 1Hc SIGNATIJRE ANO THc ORIGINAL RAISED SEAL OF A
Fl.OR/DA UCENSED SUR AND MAPPER

4. THIS IS NOT A BOUNDARY SURVEY.	SHEET 1 OF 3	(SEE SHEET 2 RR SKflr:H OF D£SCRIP7ION}

li

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND /1

SECTION 17. TDWNSIF 2B SOIIIH. RANG£ '1 CAST	I De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104
WWW.DEWBERRY.COM	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATC: 12/01/18	PRru 50015546
REV DA1E:	DRAWN 8	ll'S
SCAJ.£:N/A	OIEa<ED 8	1PT	
	CERTIFICATE OF AUTHORIZATION NO. LB 8011		
OSCEOLA COUNTY	FLORIDA			

IL	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

"

,;

i

Ii
i
\
fl

C
LEGAL DESCRIPTION:
A PORTION OF SECTION 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4	OF SAID SECTION 17; THENCE S89°43'11''£ ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1321.12 FEET TO THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST	1/4	OF SAID SECTION 17,·	THENCE Noo·10'22"E ALONG THE WEST LINE OF THE SOUTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1319.16 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4 OF SAID SECTION 17;	THENCE 589°40'58"£ ALONG THE SOUTH LINE OF THE NORTHEAST 1/4	OF fHE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 253.22 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 14·49'45•: A CHORD
BEARING OF N06°27'48"W AND A CHORD DISTANCE OF 12.90 FEE · SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE r1 DISTANCE OF 12.94 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCA VE EASTERLY, HAVING A RADIUS OF 493.10 FEET, A
.; CENTRAL ANGLE OF 22-05'52''..,	CHORD BEARING OF N12·oo'oo"E AND A CHORD DISTANCE OF 189.00 FEET;_ THENCE NORTHERLY ALONG tt1E ARC OF SAID CURVE A DISTANCE OF 190.18 FEET TO THE POINT O,­
REVERSE CURVA TUR£ OF A CURVE CONCA VE WESTERLY, HAVING A RADIUS OF 1328.15 FEET, A CENTRAL
°- ANGLE OF 07°07'31': A CHORD BEARING OF N19°29'11"E AND A CHORD DISTANCE OF 165.06 FEEJ) THENCE
"' NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 165.17 FEET TO THE POINT O,- REVERSE
5 CURVA TUR£ OF A CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
:. 115°06105", A CHORD BEARING OF N73°28'28"E AND A CHORD DISTANCE OF 84.39 FEE."{; THENCE EASTERLY
:; ALONG THE ARC OF SAID CURVE A DISTANCE OF 100.44 FEET TO THE POINT OF REVErrSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1208.30 FEET, A CENTRAL ANGLE OF 10°24'25': A
N  CHORD BEARING OF 554·10'42"£ AND A CHORD DISTANCE OF 219.17 FEET,· THENCE SOUTHEASTERLY ALONG
: THE ARC OF SAID CURVE A DISTANCE OF 219.47 FEET TO THE POINT OF TANGENC, · THENCE 559°22'54"Ei
>Ii A DISTANCE OF 164.95 FEET TO THE POINT OF CURVATURE OF A CURVE CONCA Vt. WESTERLY, HAVING r1
(	RADIUS OF 291.85 FEE!,, A CENTRAL ANGLE OF 77°55'28': A CHORD BEARING OF 520°25'10"£ AND A CHORD DISTANCE OF 367.03 ,-fET,· THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 396.93
:r FEET TO THE POINT OF TANGENCY;, THENCE S18°32'34"W, A DISTANCE OF 47.03 FEET;. THENCE S16°58'58"
A DISTANCE OF 103.39 FEET TO tt1E POINT OF CURVA TUR£ OF A CURVE CONCA VE NuRTHWESTERL Y, HA V/Nv
;	A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 73·7 7'51 •: A CHORD BEARING OF S53°37'53"W AND A
"' CHORD DISTANCE OF 59.69 FEET,· THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE
, OF 63.96 FEET TO THE POINT OF TANGENCYi· THENCE N89°43'1111W, A DISTANCE OF 348.80 FEET TO THE
1i POINT OF CURVA TUR£ OF A CURVE CONCr1VE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET,	A
CENTRAL ANGLE OF 12·04'47' , A CHORD BEARING OF N53°40'48"W AND A CHORD DISTANCE OF 58.83 FEET;_
i THENCE NORTHWESTERLY ALO,vG THE ARC OF SAID CURVE A DISTANCE OF 62.90 FEET TO THE POINT O,- TANGENCY,· THENCE N1T38'25"W, A DISTANCE OF 127.20 FEET TO THE POINT OF CURVA TUR£ OF A CURVE CONCA VE SOUTHWESTERLY, HAVING A RADIUS OF 776.45 FEET, A CENTRAL ANGLE OF 15·07'49•: A CHORD
BEARING OF N25°1211911W AND A CHORD DISTANCE OF 204.44 FEET,· THENCE NORTHWESTERLY ALONG THE
i ARC OF SAID CURVE A DISTANCE OF 205.04 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCA VE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 1a·53'32•: A CHORD BEARING OF N23°19'27"W AND A CHORD DISTANCE OF 16.41 FEET;, THENCE NORTHWESTERLY ALONG THE

...
I'

ARC OF SAID CURVE A DISTANCE OF 16.49 FEET TO THE POINT OF dEGINNING.
CONTAINING: 338,295 SQUARE FEET OR 7.766 ACRES.

(5££ SHEET 1 FOR LEGEND)

SHEET 2 OF J	(SEE SHEET, FOR DESCRIPTION or SKETCH)
J	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

!

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND /1

SECTION 71. TDl+NSHIP 26 SOUTH, RANCC JI EAST	De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATc: 12/07/18	PROJ: 50075546
R£V DAT£:	ORA Ml BY: ltS
SCALE: N/A	CHECKED BY: TPT	
OSCEOLA COUNTY	FLORIDA			

0

c

-a

f

<>
<>

C

J,

"i

g I?
0

CURVE TABLE

CURVE	LENGTH	RADIUS	DELTA	CHORD	BEARING	
Cl	12.94'	50.00	14"49'46"	12.90'	N06"27'48"W	
C2	190.18'	493.10	22'05'52"	189.00'	N12-00'00"E:	
CJ	165.17'	1J28.15	07'07'J1"	165.06'	N19"29'11"E:	
C4	100.44'	50.00	115'06'05"	84.J9'	N7J"28'28"£	
C5	219.47'	1208.JO	10"24'25"	219.17'	55470'42"£	
C6	J96.9J'	291.85	77"55'28"	J67.0J'	S20"25'10"£	
C7	6J.96'	50.00	7J17'51"	59.69'	S5J:J7'5J"W	
CB	62.90'	50.00	72'04'47"	58.8.J'	N5J"4()'41J"W	
C9	205.04'	776.45	15'07'49"	204.44'	N2572'19"W	
C10	16.49'	50.00	18"SJ'J2"	16.41'	N2J"/9'27"W	

0
i=:::i
0	100	200

C2·
NOT PLATTED
I 589'40'58"£ U

PCC	- 7

'	,

253.22'	 t''NI
--

I

PROPOSED T'MN LAKES / 1
PHASES 2A-28	/
0

E

15	:tfPL  TED  /
;"	I

I INCH • 200 FffT	I

I	I	!

L
ss.9.
?6. <<"S,:r

SW 1/4 OF	I

SECnON 17-26-JI

PRC	_J
DETAIL RA"
1" = JO'

D"'

"'

[
0
;;
"0'

-

"'
.u.

I
(
)
l_
'  J	S89"40'58"E

-SEE DETAIL "A"

-sr.9s.,

NOT PLATTED

r

S LINE OF THE NE 1/4 OF OF THE SW 1/4 OF SECnON 17-26-31

0
....,

L<.J-
2:7

\	23.22'	• T 	•		
\ I	POINT OF
\	BEGINNING

625.29'

POND /1

-----	---

(
0
0..

0

\

-

-z"-	\
b! i::::	\

CONTAINS 7.76	ACRES ±

S18"32'34nW	47.03'

'

C

..,
o"..,

l2..J:bJ
L....

5j \ N17:J8'25"W 	
}JJ

I	S16"58'58"W

i	a
a"<t-	N
0

\	127.20'
\
\

PT	PC
c."ePC	PTe /-1

103.39'

"

."u.'
.c
0..

::::;"""	o

x

=<:

lrJ	o	\
POINT OF l	\

r		

COMMENCEMENT I	\

o> N89"43'11"W 348.80'	G

NOT PLATTED

W CORNER OF THE SW 1/4
IF SEC 17-26-31
S LINE OF THE SW 1/4
OF SEC 17-26-31

S89'4.J'll"E 1321.12'

SE CORNER OF THE W 1/2 OF THE SW 1/4 OF SECTION 17-26-31

S LINE OF THE SE 1/4 OF THE	SE CORNER OF THE SW 1/4 OF SW 1/4  OF SEC 17-26-31 /SECTION 17-26-31

{SEE SHEET 1 FOR LEGEND)

-e§li---'--S89'4J'll''E 1321.12.-V	SHEET J OF J

(5££ SHEET 2 FOR OESCRIPTION OF SK£T'CH)

f'
;;­
a

SKETCH OF DESCRIPTION	Dewberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATc: 12/07/18	PROJ: 50075546
R£V DAT£:	DRA'M'-1 BY: WS
SCAL£: 1• ,. 200'	CHECKED BY: TPT	
-OF-			
PHASE 2C POND /1			

SCCTlaf 17, TO'MISHIP 26 SOUTH, RANGE JI EAST			

OSCEOLA COUNTY	FLORIDA			

8
?
"
a.

i

f

a.

C
Ci
g

•

.''i"
C
0

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

c·

LEGEND:
-It,- lM£ BREAK
4 CEN11W. ANGLE
AC ACRES
C8 CHORD B£ARIHG CH CHORD IENGTH
F.D.£P. R.Clli!DA OEPNlTIIENT OF
ENVIROMIENTAI. PR01E:CTION
L IENGTH MB IIAP BOOK
ORB omaAL RECORDS BOOK
PC POINT OF MVA1VRE"

1
.D
!
.,
I
!
i
6i

PCC PONT OF COIIPOIJND CllllVA1IJR£ PG(S) PAGE(S)
PB Pl.AT BOOK
PRC POINT OF R£'tfRSE aJRVA1URE'
PT POINT OF TANGENCY
PNT PO/HT OF NON-TANGENCY R RADIUS
R/W RIGHT OF WAY
SEC SECTION-10tWSHIP-RANGE
o CHANGE IN DIR£C1ION

';'
!
(
l
I SURYEY NOTES,·

I.AK£RD	

£ IRLO BRONSON MEMORIALIH	WY (HWY 441)	
t	
NOLTc RO	; Eo

AlLJCATOR	

VICINITY MAP
NOT TO SCALE

,_

tj 1. BEARINGS SHOWN HEREON ARE ASSUMED ANO BASED ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTlON 17, TOWNSHIP 26 SOUTH, RANGE J1 EAST, AS BEING S89.4J'11"£
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, ADJO/NERS OR OTHER INSTRUMENTS OF RECORD.
J.	THIS	SKETCH	MEETS	THE	APPLICABLE	"STANDARDS	OF

-
'MWAM D. DONLEY
PROFESSIONAL SURVEYOR'MAPPER LICENSE NUMBER LS 5J81

VB
DATE

PRACTlCE" AS SET FORTH BY THE Fl.OR/DA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J17.050-.052, Fl.OR/DA ADMINISTRA TlVE CODE.

NOT VAUD ltfTHOIJi THE S/GNATUR! AND THE ORtr.r.lAL RAISED SEAL OF A FLORIDA UCENSED S'i/Rl£YOR ANO MAPPER

4. THIS IS NOT A BOUNDARY SURVEY.

SHEET 1 OF J

(SEE SHEET 2 FOR OESCRIP110N OF SKETal)

SKETCH OF DESCRIPTION
-OF-
PHASE 2C	I De-wberry	PREPARED FOR:

NARCOOSSEE LAND V£NnJRES, LLC

DATE: 12/t)7/18	PRo.t 500'15546
REV DATE:	ORAltN Br. lfS
SCALE: N/A	aEa<ED Br. TPT	
POND /2	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
SEr:TKN 11. TDIWlilF 21 5aJ1H, RANCE JI EAST	PHONE: 321.354.9826 FAX:407.648.9104
WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION NO.LB 8011		
OSC£0LA COUNTY	FLORIDA			

i
j
i
.li
!
\
I

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

()
LEGAL DESCRIPTION:
A PORTION OF SECTION 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4	OF SAID SECTION 17,· THENCE S89"4J'11"£ ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1321.12 FEET TO THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST	1/4	OF SAID SECTION 17,·	THENCE N00"10'22"£ ALONG THE WEST LINE OF THE SOUTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1319.16 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4 OF SAID SECTION 17;	THENCE S89"40'58"E ALONG THE SOUTH LINE OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1208.50 FEET TO A POINT ON A NON-TANGENT

:

..; CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 616.77 FEET, A CENTRAL ANGLE OF 27"061361	A CHORD
e BEARING OF N21"09'28''W AND A CHORD DISTANCE OF 289.11 FEET,· SAID POINT ALSO BEING THE POINT OF BEGINNING;	THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 291.83 FEET TO THE

co

;; POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 30.00 FEET,
i::i A CENTRAL ANGLE OF 755·10•21•: A CHORD BEARING OF N42'52'28"E AND A CHORD DISTANCE OF 58.60
::: FEET,· THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 81.25 FEET TO THE POINT OF TANGENCY;	THENCE 559"32'19"£, A DISTANCE OF 196.38 FEET TO THE POINT OF CURVATURE OF A

"'
Ci
"11'.

CURVE CONCA VE NORTHEASTERLY, HAVING A RADIUS OF 1085.00 FEET, A CENTRAL ANGLE OF oa·39'54': A CHORD BEARING OF 563"52'16"E AND A CHORD DISTANCE OF 163.93 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 164.09 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 138"36'37': A CHORD BEARING OF S01"06'06"W AND A CHORD DISTANCE OF 93.55 FEET,· THENCE SOUTHERLY ALONG THE ARC OF

t SAID CURVE A DISTANCE OF 120.96 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
t SOUTHEASTERLY, HAVING A RADIUS OF 457.00 FEET, A CENTRAL ANGLE OF 26"42'29': A CHORD BEARING
OF 557"03'09"W AND A CHORD DISTANCE OF 211.10 FEET,· THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 213.03 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 40.00 FEET, A CENTRAL ANGLE OF 132"39'37': A CHORD BEARING OF J N69"58'17"W AND A CHORD DISTANCE OF 73.27 FEET,· THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 92.61 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCA VE WESTERLY,
HAVING A RADIUS OF 616.77 FEET, A CENTRAL ANGLE OF 03·57'41•: A CHORD BEARING OF N05"37'19"W
! AND A CHORD DISTANCE OF 42.64 FEET,· THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE

!

I

...

OF 42.64 FEET TO THE END OF SAID CURVE AND THE POINT OF BEGINNING.

CONTAINING: 72,633 SQUARE FEET OR 1.667 ACRES.

ii

<	SHEET 2 OF J

:zi
(S££ SHEET 1 FOR LEGEND)

f

 (s££ SHEET:, FOR SKETCH OF D£SCR1PnoNJ
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

¾

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND #2

SEC710N 17, TDIINSHIP 26 SOUTH. RANCC J1 EAST	Dewberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826  FAX: 407.648.9104
WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No.LB 8011	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DAT£: 12/07/18	PROJ: 50075546
REV DATE:	ORAM/ BY: WS	
			
OSCEOLA COUNTY	FLORIDA		SCALE: N/A	CHECKED BY: TPT	

cl

"

;;
a.
a.
;!­
;;
cl

(
g
g'
"i

CURVE TABLE	
CURVE	LENGTH	RADIUS	DELTA	CHORD	BEARING	
Ct	81.25'	J0.00	15570'27"	58.60'	N42"52'28"£	
C2	120.96'	50.00	1JB"J6'J7"	9J.55'	SOI'06'06"W	
CJ	92.61'	40.00	1J2"J9'J7"	7J.27'	N69-SS'tl"W	
C4	42.64'	616.77	OJ"57'41"	42.64'	N05'J7'19"W	

C

0
0	50	100

NE CORNER OF THE W 1/2	OF THE SW 1/O4F SECTION 17-26-31

NOT PLATTED
(

1.u t;

-

<:	I
lu"  <o

1;...:S::
alfl
1.ulw
<: i:::
::::;
lu  b{

E
rQ-
0
,;;
CD

I	i
1 INCH'- 100 FfET

C")	:;o \
OJ	\\  \\
C") \\	0'I
:"I:z 0--

·a:,

POND #2

t ,,6.

---=7Oa,	.:,

..f>	'S!o,..,..
c 4..'oa3; oo ..
o>.::::-.s6J:s_rss ....
(:,$-' ,,6	)'6
.93..

0

g,	CONTAINS

M

:

.;
f.c::i
<o

SW CORNER OF THE NE 1/4 OF

0'1_ vl_ 1.667 ACRES±

ID . vi	•

0'I

2

c:	"-"

THE SW 1/4	-

--

SECTION 17-26-31

0)
'II

'II

a.

i

I

"'

"C C

i
ui

,;1

iJl

rs£

iNi

POINT OF

-	<:
t�
Ia;._

::::;:s::
3:: V)
oi

S LINE OF THE NE 1/4 OF
THE SW 1/4 OF SECTION 17-26-31

ss9·40•5a"£ 12oa.50• 	

NOT PLATTED

l
153.10'	'	,	,
------		?,,\J· 00 "
\,	br 1• I i9	ti
i	o·Ari o9,
ttii: 1·0"":\o
ce	i

a.  COMMENCEMENT

S LINE OF THE SW 1/4 OF SEC
(1B7A-S2I6S-3O1F BEARING

SE CORNER OF THE W 1/2	OF THE SW 1/4 OF SECTION 17-26-31

S LINE OF THE SE 1/4 OF THE SE CORNER OF THE SW 1/4 OF 7/4 OF SEC 7-26-31SECTION 17-26-37

sB9'43'71"£ 1121.12·	SHt:'ET J	OF J
S89'43'71"[ 1321.12	I

(SEE SHEET 1 FOR LEGEND}
(S££ SHEET 2 FOR 0ESCRIPTION Or SKETCH)

f'
;:,
15
l!

a.

i

a.

0

"

(
g

•

."5 '
/"5

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION
-OF-
PHASE 2C	I Dewberry	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DAT£: 12/07/18	PROJ: 50075546
REV DATE:	DRAWN BY: MS
SCALE: ,. E 100·	CHECKED BY: TPT	
POND #2	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
SCCTION 17, TOM/SHIP 26 SOUTH, RANG£ JI £AST	PHONE: 321.354.9826  FAX: 407.648.9104
WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION No. LB 8011		

OSCEOLA COUNTY	FLORIDA

E IRLO BRONSON MEMORIALIHWY (HWY 441)

w

C ! Ii

NOLTE RD

;,

i	),.,.
.D

oil

I	§
.,
N0,-10- SCALE

LEGEND:
---	l.liC BREAK
'1 CEN'/RM. ANGLE
AC ACRES
C8 CHCJfD IJEARIHG CH CHORD LENG1H
r.D.E:.P. FI.ORJDA DEPARTJ/ENT or
EH TAL PROTECTION
L  LENG1H
118 IIAP BOOK
ORB OFFlaAL RECOROS BOOK PC POINT OF CURVA1IJRE
PCC POINT or a»IPOUHO CVRVA1UR£
PC(S) PAGE(S)
PS Pl.AT BOOK
PRC POINT OF R£VfRS£ CURVATIJRE PT POINT or TANGENCY
PNT POINT OF NON-TANrENCY R RADIUS
R/il RIGHT OF WAY
SEC  SEC110H-TDrlHSHIP-IWIGE

ILEGAL QESCRIPTIQN:

o CH	IN DIRECTION

- A PORTION OF HICKORY TREE ROAD IA VARIABLE WfDTH PUBUC RIGHT OF WAY) LYING IN SECTIONS 17, 18, 19, ANO 20, TOWNSHIP
26 SOUTH, RANGE .J1 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
' COMMENCE AT THE SOUTHW£ST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 17; THENCE S89'4.J'WE ALONG THE SOUTH UNE
!i OF THE SOUTHWEST 1/_4 OF SAID SECTION 17, A DISTANCE Ot 90.00 FEET TO A POINT ON THE EAST RIGHT OF WAY UNE OF SAID
i:i HICKORY TREE ROAD "(RIGHT OF WAY WIDTH VARIES) PER OfflCIAL RECORDS BOOK 1918, PAGE 2958 OF THE PUBUC RECORDS OF OSCEOLA COUNTY, FLORIDA; SAID POINT ALSO B£1NG THE POINT OF BEGINNING; THENCE S00"27'16•w ALONG SAID EAST RIGHT OF r;;IWAY UN£, A DISTANCE OF 330.83 FEET; THENCE DEPARTING SAID EAST RIGHT OF WAY UN£, RUN N89'J5'45•w, A DISTANCE OF
89.74 FEET TO A POINT ON THE WEST UN£ OF THE NORTHWEST 1/4 OF SAID SECT10N 20; THENCE N89'J5'45•w, A DISTANCE OF

1

W.00 FEET TO A POINT ON THE WEST RIGHT OF WAY UNE OF SAID HICKORY TREE ROAD (RIGHT OF WAY WIDTH VARIES); THENCE (	,LONG SAID WEST RIGHT OF WAY UN£ THE FOLLOWING TWO 2) COURSES AND DISTANCES: N00'24'34•£, A DISTANCE OF 330.61 FEET; THENCE N0073'5s·E, A DISTANCE OF 2276.45 FEET; TH&cE DEPARTING SAID KEST RIGHT OF WAY UN£, RUN S89'52'44·£, A

i 11

o!: DISTANCE OF 20.00 FEET TO A POINT ON THE WEST UNE OF THE SOUTHWEST 1/4 OF SAID SECTION 17; THENCE CONTINUE S89'52'44•£, A DISTANCE OF 80.00 FEET TD A POINT ON THE EAST RIGHT OF WAY UN£ OF SAID HICKORY TREE ROAD PER OFFICIAL RECORDS BOOK 1918, PAGE 2958; THENCE ALONG SAID EAST RIGHT OF WAY UNE THE FOLLOWING THREE (.J) COURSES AND
; DISTANCES: S007J'55•m A DISTANCE OF 1010.30 FEET;.. THENCE S89"46'.Jr£, A DISTANCE OF 10.00 FEET; THEN'ct: soo73•55•w, A

•

DISTANCE OF 1266.45 ru. T TO THE POINT OF BEGINNIN .
CONTAINING: 276,660 SQUARE FEET OR 6.351 ACRES.
SUR\f"Y NOTES:

BEARINGS SHOWN HEREON ARE ASSUMED ANO BASED ON THE
I	SOUTH UN£ OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP

..£t::#./if/4kfr12-h_/ur,"

t	26 SOUTH, RANGE 31 EAST, AS BEING S89'4J'WE.			

1 2.  LANDS	SHOWN	HEREON	WERE	NOT	ABSTRACTED	FOR
!	RIGHTS-OF-WA	EASEMEN'fXft OWNERSHIP,	ADJOINERS	OR
j	OTHER INSTRUMt:.NTS OF RECurw.
:	J. THIS  SKETCH	MEETS	THE	APPUCABLE	·sTANDARDS	OF
:;	PRACTICE• AS SET FORTH BY THE FLORIDA BOARD OF

j

1	PROFESSIONAL	SURVEYORS	ANO	MAPPERS	IN	RULE
5J17.050-.052, FLORIDA ADMINISTRATIVE COD£

PROFESSIONAL SURVEYOR ct MAPPER UCENSE NUMIJ£R LS 5381
NOT VAUD Kr11iOIIT THE S1GNATUR£ ANO THE ORIGll'IAL RAISED SEAL OF A
Fl.OR/DA UCENSED SURVEYOR AND MAPPER

;r 4. THIS IS NOT A BOLINDARY SURVEY.

SHEET 1 OF 2	(SEE SHEU 2 fOR SKETCH OF 0£SCRJPTION)

SKETCH OF DESCRIPTION
-OF-
HICKORY TREE ROAD R/W	De1111berry	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DA1F: 12/ft/tB	PRO.l 50015546
DATC RE\e	DRAIN BY: ltS'
SCALE: N/A	Ql£CKE1) BY: TPT	
	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
SECTKNS 11. 18, tt AND 2li 10'INSIIP 26 SIJU1H.
RNiC£ .Jt £AST	PHONE: 321.354.9826  FAX: 407.648.9104
WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION NO. LB 8011		
OSCEOLA COUNTY	FLORIDA			

j	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

'

ii

i

(

l
'·

C

!
I

C

..
It')

MATCH UN£ - SHEET "A"

HICKORY TREE RD R/W CONTAINS 6.351 ACRtS ±

1--=ic:,'

!-ti	I	<o

K
C\i I I	L.J
c.ci

'"

..	bk.,

-

i:5

((j

).. ll)

(0

>--'<;-

S89"52'44''E	20.00'

l	-589"52'44nE	80.00'
rt

!"'-l

).-.J.

IltC')	:i!::

:<l::,l:

C\I ,::.i.i,_:ti

I-	HICKORY TREE RD

0

!

'l!
•

.!O	it)
"") _lf)
- C)	§")	h.

<:

C)	l/)	ct:
C	s
Q::

Cl"-

It	......
t;
:' J  i:5
"")
:-

:!!::-

7

I

l/)

CONTAINS 6.351 ACR S ±

h	0

I

>--c:;-
e;S<o

.D"'

c:,

PROPOSED TWIN LAKES

i.,.J<o

i:5

I	I

V)c:.:,

0	100

200 

§

E	klQ:

L.JCQ'

I

VJ	lf)
  ,°'

PHASES 2A-28 PB ,PG_

i!:

I

L..".-

Cl.
-

"5'
"'
"u
a"
"'

Q:::-c

)._.t

u

:!!::-
l/)'7

"

,.  
Cl<:
2

).. C\j

Lo._..o:::,.
h.O,

a:

;:i:­
(jQ)
Q::

NOT PLATTED

SE CORNER OF THE W 1/2

OF THE SW 1/4 OF

c§	..
Q::	!-ti
kl'.cii' K

Cl<:
[.Jg
(J
bj

iii!
::, l,:ti
@s
Cl"-

...........
lr)

t INCH - 200 FEIT

"'

1!
...I.

"'

""''
;;;.

:;
C:

5:	:::;

-

kJ
;...,.

L.J

:,i-
c:::i
(Jj 0,
I I .. -.I
18

S LINE OF THE SW
l/4 OF SEC 17-26-Jl

k

r

SECTION 17-26-31

J.;::
)._.	}l-1
Q:::	lC')

5:

C)	.!O	,s

C)

i:5
PROPOSED TWIN LAKES PHASES 2A-2B
PB	,PG_ NOT PLATTED

(

;:	-
19

{BASIS OF BEARING)
S89'{J'/1"[ 1321./2'

&l

lf)
_lf)

c:i

---.J 0lf,)
).. C\j
'-'l
Cl.

.	0,

(j

;:i:-

a

:

>	POINT OF

i
'I

II)

<I

N
"...,'
f".

..	(Q
-
N

-­7
::.!:I:,:
it
i5

Vi

§
;:

..
(Q	"")
"N' cs
8 "'i
Ci)

COMMENCEMENT
SW CORNER OF THE SW 1/4 OF SEC 17-26-Jl
LOT B (PB 8, PG 26)

PROPOSED TWIN LAKES PHASES 2A-28
PB  ,PG_

N LINE OF THE NW 1/4 OF SEC
2O-25-Jl

L.J-2.
.	J

S89'46'J7nE 10.00'

It	..

.,

.3

!	<c::,
£

"'i

Siifll,	e.	-

---NOT-PL-ATT-ED---

It')
;:"I
""C.())

...
.?.,l

:a

I

:,
'h
<.

Nf9:J5'45"W	89.74'
N89°35'45  w	LOT 9 (PB 8, PG 26}
20.0f),'

:-(Q

--·--------

-

cc:-, C\I
t(>
SHEET 2 OF 2	MATCH LINE - SHEET "A"

I

f'

SKETCH OF DESCRIP110N
-OF-
HICKORY TREE ROAD R/W	De111rberry	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DA le: 12/lt/tB	PROJ: 50075546
DAie REV:	DRAWN BY: WS
SCALE: 1"=200'	CHECKED BY: TPT	

SECTIONS r7, 18, 19, AND	TOWNSHIP 26 SOUTH,
RANCE :St cAST	131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011		
OSCEOLA COUNTY	FLORIDA			

0

a.

"a.
i
'"l!

<

J..

g'
'i
0

SKETCH OF DESCRIP110N ONLY.	THIS IS NOT A SURVEY.

BOON. Magnolia Ave, Suite 1000	407.649.8664 fax

IIJ Dewberry·	Dewberry Engineers Inc

407.843.5120

(_)

Orlando, FL 32803 1

www.dewberry.com

December 18, 2018 Live Oak Lake Community Development District
c/o Kristen Suit, District Manager
lnframark Infrastructure Management Services 313 Campus Street
Celebration, Florida 34747

Re:	Live Oak Lake Community Development District
Acquisition of Portions of Twin Lakes Phase 2A and 2B Stormwater Improvements Dear Kristen:

i,,,

0

Pursuant to the Agreement by and between the Live Oak Lake Community Development District and Narcoossee Land Ventures, LLC, Regarding the Acquisition of Certain Work Product, Infrastructure and Real Property, dated March 25, 2016, the District has received notification from Narcoossee Land Ventures, LLC, that certain stormwater improvements in and for the development of portions of Twin Lakes Phase 2A and 2B (the "Improvements") are available for acquisition by the District. I hereby certify that the Improvements sought to be conveyed are a component of the District's Series 2016 Project as described in the Master E,zgi,zeer's Report, dated March 25, 2016, as supplemented by the First Supplemental Engi,zeer's Report, dated August 17, 2016.	, , , 11 11,,
,,,  MARJ£
S}•nC:\.l••\•.\•C•e•.•a••• • 'I' .A,, ,
._	•	,y'5' •• -
._ .-- 74 8..oi-
- .	*	.• --

cc:

Tucker F. Mackie, District Counsel

Danii,1\ Va Alfo. P.E.,:Diwict Engineer

It,,

,:,. Q ••	OF  .•
.-.,. ••."-ORIO•• •
,# ""1i • • • • • •	......
#,,,oNAL £\4 ,,,
'•••11•"'

Pagc-1 of 1

0	AFFIDAVIT REGARDING COSTS PAID
STATE OF FLORIDA	\._u
COUNTY OF CRlbi't--19
I, l..J\ (U\Wg,f;-tt asV.P G	 Narcoossee Land Ventures, LLC, a Florida limited liability company, being first duly sworn, do hereby state for my affidavit as follows:

I.	I have personal knowledge of the matters set forth in this affidavit.
2.	My name is(Av,,l(U'l.U B.Pdr::, and I am\/P..f uUJ\JJ of Narcoossee Land Ventures, LLC, a Florida	limited	liability company (the "Developer"). I have authority to make this affidavit on behalf of Developer.

Developer is the developer of certain lands within the Live Oak Lake Community Development District, a special purpose unit of local government established pursuant to Chapter 190, Florida Statutes ("District").

The District's Master Engineer's Report dated March 25, 2016, as supplemented by the First Supplemental Engineer's Report, dated August 17, 2016 (collectively, the "Engineer's Report") describes certain public infrastructure improvements and/or work product that the District intends to finance, fund, plan, establish, acquire, construct or reconstruct, enlarge or extend, equip, operate, or maintain pursuant to Chapter 190, Florida Statutes.

Pursuant to contracts in place between Developer and certain contractors and construction related professionals, as may be more particularly identified on the attached Exhibit A, Developer has expended funds to develop improvements that are included and described in the Engineer's Report and are part of the District's capital improvement plan. The attached Exhibit A accurately identifies the completed improvements and states, at least in part, the amounts that Developer has spent on the completed improvements. No money is owed to any contractors or subcontractors for any work performed on the completed improvements.

In making this affidavit, I understand that the District intends to rely on this affidavit for purposes of acquiring the completed improvements that Developer has developed consistent with the Engineer's Report.

Under penalties of perjury, I declare that I have read the foregoing and the facts alleged are true and correct to the best of my knowledge and belief.

0
Executed this \ y of {)«1.00		,2018.

NARCOOSSEE LAND VENTURES, LLC, a
Florida limited liability company

By:	
Name:  NVUlCJ.J !j. }1.\t
Title: vP	Gwuth C,o

0

STATE OF FLORIDA	I	_
COUNTY OF	 NOW

2018, byl---Aw(U'lµ 	 	

asV'r'.f	UW'I	f

O t.LJ...Ttth'\e.bcf.oregoin,g instrument was acknowtl:e>d.s_pe·d.-\tbefo,re	IT!I( th ay o	
Narcoossee Land Ventures, LLC, a Florida limited liability company, on behalf of said company and who has personally appeared before me and is personally known to me.
0

(NOTARY SEAL)

 J! i;,J)

/ mt-\ Notary Public - Stale ol Florida
E• !	: •E	Commi&Sion ii GG 45081
\ -'i	"!f,.t My Comm. Expires Nov 6, 2020
,,,,,,'fr.[,\,••'' Bonded through National Notary Assn

,,,t ti•t ;,,,,

MEREDITH GIBSON ZORNEK

ZorJ<

Notary Public Signature
f1h1J,Jh@6soaj
(Name typed, printed or stamped)
Notary	Public,	State		of	Florida Commission No. @ 	Lf 50& \

I

My Commission Expires: "-b'1 (i,  Oi 0

0

0	Exhibit A
Identification of Improvements
All Stormwater Management Facilities including ponds, lakes, wetlands together with master drainage pipes, structures, inlets, manholes, mitered end sections, headwalls and control structures between said ponds in and for the development of Twin Lakes Phase 2A and 2B, all located on portions of the real property described in the legal description attached hereto as Attachment A-1.
The sketch and legals in Attachment A-2 describe areas that include portions of the master system outside of the Platted Boundary. They include control structures and outfall piping for the wetland, control structures and outfall piping from the development ponds to the existing ditch, and ponds that benefit the future phases of the Twin Lakes development.
All being more particularly described in the highlighted portions of that certain As-Built Survey of Twin Lakes Phase 2A & 2B dated November 9, 2018, prepared by Johnny A. Brown,PSM.

All as contemplated by the Engineer's Report and as more generally identified in the chart below:

Contractor/Contract	Date	Amount	
Jr. Davis Construction Company, Inc.		$2,418,589.62	
Contract and any amendments, additions or change orders thereto, for the construction, installation or provision of stormwater, drainage and other District improvements.			
			
I TOTAL		$2,418,589.62	

TRACTS R-8, OS-24, OS-26, OS-27, SW-10, SW-14, AND SW-15, AS SHOWN ON THE PLAT KNOWN AS TWIN LAKES PHASE 2A AND 2B, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 27, PAGES 121 THROUGH 126.

ALSO INCLUDING

THE REAL PROPERTY DESCRIBED IN THE LEGAL DESCRIPTION ATTACHED HERETO AS ATTACHMENT A-2.

C

i
I
..)I.
.J..
ID
,i
!

LEGEND:
-	UN£8REAX
4 CENTRAL AN<U AC ACRES
CS CHORO BEAR/NC CH CHORD LENG1H
F".DLP. Fl.ai/OA DEPARTIENT OF
ENWlDMIENTAL PR01EC110N L LENGTH
&18 MAP BOOK
ORB a:FIQAL RECORDS BOOK
PC PONT OF CURVA1UR£

PCC POINT OF COIIPOIJND CI.WVA1VRE
PG(S) PAGE"(S)
PB PI.J.TBOOK
PRC POINT OF RfVERSE aJRVATIJRE
PT POINT OF TANGENCY
PHT PC/INT OF HON-TANGENCY R RADIUS
R/W RIGHT OF WAY
SEC SECTICW-1011HSHfl'-RANG£
o CHANGE IN DIR(CTION

j

E IRLO BRONSON MEMORIALIHWY (HWY 441)

i

i

-
l
6i
,!.
.i.l.l
r;.

ii !
NOLTE RD
ii
i

T'MN LA

Q

I	,- 1  PHASE 2A-28
;I	r---..- SITE

2i
(
Ii

t

"'
9
:§
! SURVEY NOTES.·

),..,
I:
§
VICINITY MAP
NOT TO SCALE

IQ
I

D
!I
if
:sI
!,.,
ID

I

	BEARINGS SHOWN HEREON AR£ ASSUMED AND BASED ON THE SOUTH UNE OF THE SOUTHWEST 1/4 OF SECTlON 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, AS B£/NG S89.4J't1•£
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, ADJOINERS OR OTHER INSTRUMENTS OF RECORD.
J. THIS SKETCH MEETS TH£ APPUCABLE ·sTANDARDS OF PRACTICE• AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J17.050-.052, FLORIDA ADMINISTRATl'IE COD£

-t.01/J WILUAM D. DONLEY•	'	f	:	'	'	DATE PROFESSIONAL SURVEYOR 

I

UCENSE NUMBER LS 5381
NOT VALID ltrTHOUT 1Hf SIGl-{ATIJRE AND TH£ ORIGINAL RAISED 'Sl"AL OF A
Fl.OR/DA UCENSED SURV£YDR AND IIAPPER

'ch.

;:;.

l
J
I

l'

-OF-
PONO /15 DRAINAGE EASEMENT

SEr:TIONS r1 AND Zll

26 SDUTH, RANGE .JI EAST'

I Dewberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No.LB 8011

PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

OSCEOLA COUNTY

FLORIDA

OAT£: r2/tl/tll DATC REY. SCALE: N/A

PRO.t 50075546 DIWW BY: lt5' CHECKED B	1PT

l

4. THIS JS NOT A BOUNDARY SURVEY.	SHEET 1 OF 4	(SEE SHEET 2 FOR DESCRIPTION OF SKrn:H)
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY. SKETCH OF DESCRIPTION

(

C
LEGAL DESCRIPTIOM·
PARCEL A
A PORTION OF SECTIONS 17 AND 20b TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBEi	AS FOLLOWS:

.	BEGINNING AT THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17;
...	THENCE N89'43'77"W ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 11, A DISTANCE
e	OF 24.74 FEET;	THENCE DEPARTING SAID SOUTH LINE RUN, soo·oo'OO"E, A DISTANCE OF 99.42 FEET,·
--:	THENCE N89'34'36"W, A DISTANCE OF 25.00 FEET,· THENCE Noo·oo'oo"E, A DISTANCE OF 118.36 FEET,· "'	THENCE N66'30'00"W, A DISTANCE OF 127.14 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 676.00 FEET, A CENTRAL ANGLE OF 04'36'37': A CHORD BEARING OF N84·59'71 "E AND A CHORD DISTANCE OF 54.38 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE
A DISTANCE OF 54.39 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCAVE NORTHERLY,
0	HAVING A RADIUS OF 124.00 FEET, A CENTRAL ANGLE OF 10·39'12•: A CHORD BEARING OF N81'57'53"E
"'	AND A CHORD DISTANCE OF 23.02 FEET,· THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE
::	OF 23.06 FEET TO THE END OF SAID CURVE,· THENCE 566'30'00''[, A DISTANCE OF 55.81 FEET,· THENCE N90'00'00"[, A DISTANCE OF 45.76 FEET,· THENCE soo·oo'OO''[, A DISTANCE OF 55.70 FEET TO A POINT
i	ON THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17; THENCE	N89'43'11"W ALONG SAID
'.:'.	SOUTH LINE OF THE SOUTHWEST 1/4	OF SECTION 11, A DISTANCE OF 7.59 FEET TO THE POINT OF
tj	BEGINNING.
<z

C

gl CONTAINING: 8913.24 SQUARE FEET OR 0.205 ACRES.
TOGETHER WITH
I;
PARCEL B
0
£
,		A PORTION OF SECTIONS 17 AND 2Q,_, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBEu AS FOLLOWS:
ii

ii, re
.::
"'

C
g
•"",
ii

COMMENCE AT THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17,· THENCE 589'43'11 "E ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 11, A DISTANCE OF 373.89 FEET TO THE POINT OF BEGINNING;	THENCE 570'24'29 'W, A DISTANCE OF 41.27 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 676.00 FEET, A CENTRAL ANGLE OF 19"45'20':	A CHORD BEARING OF N70'24'29"E AND A CHORD DISTANCE OF 231.93 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 233.08 FEET TO THE END OF SAID CURVE; THENCE S70'24'29"W, A DISTANCE OF 190.66 FEET TO THE POINT OF BEGINNING.
CONTAINING: 1,552 SQUARE FEET OR 0.036 ACRES.
SHEET 2 OF 4	(srr SHEET J-4 FOR SKETCH OF OESCRtPnON) I

j	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

!

SKETCH OF DESCRIPTION	Dewberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION NO. LB 8011	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/11/18	PROJ: 50075546
DATE R£V:	ORAWN BY: 115'
SCAL£: N/A	CH£CK£D BY: TPT	
-OF-			
POND /15 DRAINAGE EASEMENT			

SECTIONS 17 ANO	TOWNSHIP 26 SOOTH. RANGE :SI £:AST			

OSCEOLA COUNTY	FLORIDA			

15

<i

!-a

f

C

l:

g

i

£"''
0

54.JB'

CT

I BEARING

CHORD

DELTA

I RADIUS

I LENGTH

CURVE

04'36'37"

676.00

54.39'

N84'59'11"E

c:

0
l==:J
 0 	15	 JO
I	I	!
1 INCH = JO FEET

PROPOSED TWIN LAKES PHASES 2A-2B PB ,PG_
NOT PLATTED
/
/

C1	PRC	C2

I

0

,1166.:,/'I.,
voo,,_,

PNT	- -	W LINE OF THE SE 1/4 OF----

I

-	THE SW 1/4 OF SECTION
17-25-31
N9o·oo'00nE 45.76'
PARCEL A DRAINAGE EASEMENT

..
I.Ci

NOT PLATTED

"

.,
GO

N

0	NOT PLATTED
SW CORNER OF TH[ SW 1/4

CONTAINS 0.205 ACRES ±
POINT OF
BEGINNING
SE	(PARoCrEL A)

,l.J

- ,

Cl  II)
l- Ii)

to

,-..

,i'-1
c:,

r

OF SEC 17-26-31

CORNER	THE	p

s LINE OF THE SW 1/4 OF SECTION 17-26-31
(BEARING OF BASIS) S89'43'11"E 1321.1-=2_'
LN	LINE or SECTION 20-25-31
,I	.,

W 1/2	or THE SW 1/4 OF SECTION 17-26-31

c::,

N89·43'11"W 7.59'

(	.	---	--	--	--	-'(_  UNE_OF_  --	-  -  -  -	-
I	LOT 7	._
i	LOT 7	i4J
THE SEMINOLE LAND & INVESTMENT	C::,

I	a

COMPANY'S SUBDIVISION OF SECTION 20	B
r	,c::,

..
0)
0)

}'-I
c::,
pc::,

-,--------
N89.43'11"W	24.74'

15

TYMBER COVE
{PB 2, PGS 106-101)

....
i...,
.3
C:
.

I	CURVE TABLE	I

 	 	1

J

C2	23.05'	124.00	10·39•1r	23.02'	NB1'57'5J"E
-	.	--·-- .	-	_	-=·	-=--	- --

w

---	.	,	n	-,	,
NB9 '34 36	2s.po	(SE£ SHEET , FOR LEGEND)
:.i	SHEET  3 OF  4	(SEE SHffT 2 FTJR 0£:SCRIPTION OF SKEn::H)
j	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
l5

SKETCH  OF DESCRIPTION	I Dewberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/11/18	PROJ: 50075546
DATE REV:	DRAWN BY: ltS
SCALE: 1• JO'	CHECKED BY: TPT	
-OF-			
POND /15 DRAINAGE EASEMENT			

SECTIONS 17 ANO ffl TOWNSHIP 26 SOUTH, RANGE :JI £:AST			

OSCEOLA COUNTY	FLORIDA			

3-

X

0"
!

(

]
"

g

g

."!:'
0

0
i=::i
0 	20	 40
I	I	I
1 INCH • 40 FEIT

......
°'
"'

¥
0
...
u

PROPOSED TWIN LAKES PHASES 2A-28 PB PG_
NOT PLATTED

z33•0

a'
\..::=: 576,0o'"
R:::: 9•45'20 g''E
1	7o·z4'Z ,
ca::::N	,,31.93

PARCEL 8 DRAINAGE EASEMENT
CONTAINS 1552 SQUARE FEET±

POINT OF

,!.
w
"'

ct-t::=:'"
·z4'2g"W

NOT PLATTED

COMMENCEMENT
SE CORNER OF THE W 1/2	OF THE SW 1/4 OF SECTION 17-26-31

<

a:

0

z			s70 _r
C:

UN£ OF 711£ SW 1/4 OF SEC 77-26-31
SB9'43'11"E 373.89'	lt

.w.
0"

.;
-i,i;

POINT OF BEGINNING (PARCEL B)
	7
S70'24'29"W	41.27'	LN LINE OF
LOT 1

ID

I

."I':
N
0"u
0..
!"

0

!
.0"..,'
ii

:,

'ii

LOT 7

THE SEMINOLE LAND & INVESTMENT COMPANY'S SUBDIVISION OF SECTION 20 (PB 8, PGS 26)

(5££ SHEET 1 FOR LEGEND)

'
J
..0.;,
a.

i

a.

0
0

J,
j
(

"i

g''

SHEET 4 OF 4	(SEE SHEET 2 FOR DESCRIPTION OF SKETCH)

SKETCH OF DESCRIPTION	De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DAIE": 12/11/18	PROJ: 50075546
DAIE" REV:	ORA'ltN BY: 115'
SCALE: 1• 40•	CHECKED BY: TPT	
-OF-			
POND /15 DRAINAGE EASEMENT			

SCC1/0NS 17 ANO	TOM/SHIP 26 SOUTH, RANGE .JI E'AST			

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

C

i

.,.
I
..
iii
!!

l

LEGEND:
-'t,-- I.IE BRfAK
4 CEH1RAI. AHQ£
AC ACRES
C8 CHORD 8£ARING
0/ CHORD lENGTH
r.D.E.P. FLORIDA DEPARTIIENT OF
EN'dRONIIENTAL PR01!C110N
L  lENGTH
W	IIAP BOOK
ORB OFFlaAL RECORDS BOOK PC POINT OF' Q/RVATIii£

PCC POINT OF crJIPOUNO CI.WVAJW POB POINT OF BEQNNING
f>IXS) PAGE(S) PB l'tATBOOK
PRC POINT OF ROfRS£ CURVA1URE" PT POINT OF TANGENCY
PNT POMT OF NON-TANGfNCY R RADIUS
R/W RIGHT OF WAY
SEC  SECJION- TDrrNSHIP-RANGE
o CHANG£ IN DIREC110N

l
(

5
!I SUR\f"Y NOTES:

	LAKE RI)	

E IRLO BRONSON MEMORIALIH	W'f (HWY 441)

	
f	
NOLTE RD	-·.
SITE

AIJJGATTR	

VICINITY MAP
NOT TO SCALE

T 1  'f,. I

11 7.

1 f1/ 1#

""

BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE SOUTH UNE Of THE SOUTHWEST 1/4 OF SEC710N 17. TOWNSHIP 26 SOUTH, RANGE 31 EAST, AS BEING sa9·43•11·£.

wY -4,

"8I	RIGHTS-OF-WAY,	EASEMENTS,	OWNERSHIP,	AD.JOINERS	OR
...	OTHER INSTRUMENTS OF RECORD.

l'tfWAM 0. OQN Y

2.  LANDS	SHOWN	HEREON	WERE	NOT	ABSTRACTED	FOR		

PROFESSIONAL SUR.VfYOR ct MAPPER

	  DATE

I	3.
i
'iji,

THIS SKETCH MEETS THE APPLICABLE ·srANDARDS OF PRAC71C£• AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J17.050-.052, FLORIDA AOMINISTRA71VE COO£

LICENSE NUMBER LS 5381
NOT VALID wrmour TH[ SIGNAWR£ ANO TH£ ORIGINAL RAISED S£AL OF A
FLORIDA IJCENSED SUR AND MAPPER

j

Ji

.. 1
j.'
II
(
i

4. THIS IS NOT A BOUNDARY SURVEY.	SHEET 1 OF 3	{SEC SHECT 2 RR SKE:Tr:H OF D£SCRJP110N)

SKETCH OF DESCRIPTION	I De'Wberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826  FAX: 407.648.9104
WWW.DEWBERRY.COM	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

OATF: T2/07/TB	PRo.t 50075546
REV DATF:	DRAIN Br. 115'	
-OF-			
PHASE 2C POND /1			
!£1ION TT. 7DIWSHIP 26 SaJ'IH. RN« '1 EAST			
	CERTIFICATE OF AUTHORIZATION No. LB 8011		

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

LEGAL DESCRIPnON:
A PORTION OF SECTION 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4	OF SAID SECTION 17; THENCE S89"43'11"E ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17. A DISTANCE OF 1321.12 FEET TO THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST	1/4	OF SAID SECTION 17,·	THENCE Noo·10·22"£ ALONG THE WEST LINE OF THE SOUTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 77, A DISTANCE OF 1319.16 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4 OF SAID SECTION 17;	THENCE S89"40'58"£ ALONG THE SOUTH LINE OF THE NORTHEAST 1/4	OF fHE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 253.22 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 14·49'45•: A CHORD BEARING OF N06'27'48"W AND A CHORD DISTANCE OF 12.90 FEE · SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 12.94 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCA VE EASTERLY, HAVING A RADIUS OF 493.10 FEET,	A
,; CENTRAL ANGLE OF 22·05'52•:... CHORD BEARING OF N12·oo'oo"E AND A CHORD DISTANCE OF 189.00 FEET;_ THENCE NORTHERLY ALONG 1t1E ARC OF SAID CURVE A DISTANCE OF 190. 18 FEET TO THE POINT Or
e REVERSE CURVA TUR£ OF A CURVE CONCA VE WESTERLY, HAVING A RADIUS OF 1328.15 FEET, A CENTRAL
'?. ANGLE OF 07'07'31': A CHORD BEARING OF N19'29'11"£ AND A CHORD DISTANCE OF 165.06 FEE'J; THENCE
.., NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 165.17 FEET TO THE POINT O,- REVERSE
5 CURVA TUR£ OF A CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
: 115'06'05", A CHORD BEARING OF N73'28'28"E AND A CHORD DISTANCE OF 84.39 FEEJ; THENCE EASTERLY
:; ALONG THE ARC OF SAID CURVE A DISTANCE OF 100.44 FEET TO THE POINT OF REVErrSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1208.30 FEET, A CENTRAL ANGLE OF 10'24'25': A
... CHORD BEARING OF 554·70'42"£ AND A CHORD DISTANCE OF 219.17 FEET; THENCE SOUTHEASTERLY ALONG
: THE ARC OF SAID CURVE A DISTANCE OF 219.47 FEET TO THE POINT OF TANGENC, · THENCE S59'22'54"

C

"' A DISTANCE OF 164.95 FEET TO THE POINT OF CURVA TUR£ OF A CURVE CONCA Ve. WESTERLY, HAVING A RADIUS OF 291.85 FEEZ, A CENTRAL ANGLE OF 77'55'28': A CHORD BEARING OF S20'25'10"£ AND A CHORD
0	DISTANCE OF 367.03 ,-FET,· THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 396.93
"- FEET TO THE POINT OF TANGENC't;, THENCE S18'32'34"W, A DISTANCE OF 47.03 FEET;, THENCE S16'58'58"
A DISTANCE OF 103.39 FEET TO tnE POINT OF CURVA TUR£ OF A CURVE CONCA VE NvRTHWESTERL Y, HA V!Nv
;	A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 73"17'57': A CHORD BEARING OF S53'37'53"W AND A
CHORD DISTANCE OF 59.69 FEET,· THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE
, OF 63.96 FEET TO THE POINT OF TANGENCYi· THENCE N89'4J'17"W, A DISTANCE OF 348.80 FEET TO THE
!? POINT OF CURVA TUR£ OF A CURVE CONCA VE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET,	A CENTRAL ANGLE OF 12·04'47• , A CHORD BEARING OF N5J"40'48"W AND A CHORD DISTANCE OF 58.83 FEET)._
i\ THENCE NORTHWESTERLY ALOtvG THE ARC OF SAID CURVE A DISTANCE OF 62.90 FEET TO THE POINT O,­
TANGENCY,· THENCE N17'38'25"W, A DISTANCE OF 127.20 FEET TO THE POINT OF CURVATURE OF A CURVE
!! CONCA VE SOUTHWESTERLY, HAVING A RADIUS OF 776.45 FEET, A CENTRAL ANGLE OF 15-07'49': A CHORD
BEARING OF N25"12'79"W AND A CHORD DISTANCE OF 204.44 FEET,· THENCE NORTHWESTERLY ALONG THE
ARC OF SAID CURVE A DISTANCE OF 205.04 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCA VE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 18'53'32': A CHORD
;! BEARING OF N2J"19'27"W AND A CHORD DISTANCE OF 16.41 FEET;., THENCE NORTHWESTERLY ALONG THE

...,
'ib

ARC OF SAID CURVE A DISTANCE OF 16.49 FEET TO THE POINT OF dEGINNING.
CONTAINING: 338,295 SQUARE FEET OR 7.766 ACRES.

{SEE SHEET 1 Fa? LEGEND)

SHEET 2 OF J	(SEE SHEFT, FOR DESCRIPTION 0r SKETT:H}
}	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND /1

SECTION 17, TO SHIP 26 S0/JTII, RAN/;£ JI £AST	De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION NO. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/07/18	PROJ: 50075546
REV DATE:	DRAWN BY: WS
SCALE: N/A	CHECKED BY: TPT	

"l5

!

c
"
0
"l5

J..

c'.
g''
'i
0	OSCEOLA COUNTY	FLORIDA

c:'.

0
i=::I

CURVE TABLE	
CURVE	LENGTH	RADIUS	DELTA	CHORD	BEARING	
CT	12.94'	50.00	14"49',fli"	12.90'	N06'27'48"W	
C2	190.18'	49J.10	22YJ5'52"	189.00'	N1200'00"E	
CJ	165.17'	1J28.15	07'07'J1"	165.06'	N19'29'11"E	
C4	100.44'	50.00	115'06'05"	84.J9'	N7J'28'28"E	
C5	219.47'	1208.JO	10'24'25"	219.17'	S54'10'42"E	
C6	J96.9J'	291.85	77'55'28"	J67.0J'	S20'25'10"E	
Cl	6J.96'	50.00	7J'17'51"	59.69'	55J37'5J"W	
CB	62.90'	50.00	72'04'47"	SB.BJ'	N5J"4()'48"W	
C9	205.04'	776.45	15'07'49"	204.44'	N25'12'19"W	
C10	16.49'	50.00	18'SJ'J2"	16.41'	N2J'19'27"W	

0	100	200

C2·
NOT PLATTED

I

I 589'40'58"[ U

PCC	- 7
I

I	I	!

j

1 INCH • 200 FEET

.22·	--=i,.,.,

I

t  C' '

_J

SW 1/4 OF S£CnON 17-26-31
PRC

D

0"'
;;
"0'

-

"'
.u.

PROPOSED TK1N LAKES f

:t

PHASES 2A-2B	/
TPL tTED		I I
I
I
)
I._
i
1

1	ss9 ·40 •5a"E

·SEE DETAIL •A•

625.29'

ss.9.
<,c=>,
/6.,r.9ss..1t'

L
DETAIL "A"
1" = 301
NOT PLATTED

r

S LINE or THE NE 1/4 or or TH[ SW 1/4 OF SECTTON 17-26-JI

0
..,
.,

\	r._3.22'	• T 	•						

7

\	I POINT OF

---	---

(

i

fa	\

-­

(0	\

\

u
Q.

'a

\	127.20'
\

"	l,u	\

POND /1 CONTAINS 7.76	ACRES ±

S18:J2'34nW	47.03'

..,

,

Q,

-5

I

(/j
l,bui

4..0
a:::"::"-

2: 4..

5I  \  N17"38'25"W_

I	S16"58'58"W

}'J
<\j

u
".',
if

::::;:,::	0	\

103.39'

\

:l:: V)	c::i
<:
POINT OF 1	\

COMMENCEMENT I	\

cio> N89·43'11"w 348.80'

PT
PC	PT.

NOT PLATTED

r

W CORNER OF THE SW 1/4
IF SEC 17-26-31
S LINE OF THE SW 1/4 OF SEC 17-26-31

S89'43'11"£ /321.12'

SE CORNER or THE W 1/2	OF THE SW 1/4 OF SECTION 17-26-31
S LINE OF THE SE 1/4 OF THE	SE CORNER OF THE SW 1/4 or
SW 1/4  OF SEC 17-26-31 /SECTION 17-26-31

(SE£ SHEET 1 FOR lE(;ENO)

-l'§lf------'--S89'43'11"E 1121.12-V	  SHEET  J OF  J

(Sf£ SHEET 2 FOR DESCRIPTION OF SKETCH)

f'
;:,
a

	SKETCH OF DESCRIPTION	Dewberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE:: 12/07/18	PROJ: 500755,fli
REV DATE::	ORAMJ BY: WS
SCALE: 1• = 200'	CH£CKED BY: TPT	
	-OF-			
	PHASE 2C			
	POND #1			
,				
	sccnON 17, TOIWSHIP 26 SOUTH, RANGE .JI EAST			
	
OSCEOLA COUNTY	FLORIDA			

8
?
"
11

i

11

i

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

(
.,.
.!i
i
0

LEGEND:

C

-'t,-  UHEBREAK
.4 CENJIW. ANGLE
AC ACRES
CS CHORD BEARING
CH CHORD LENGTH
F.D.E.P. FI.ORIOA OEPAR111INT OF
EN'IIRONIIENTAL PROTEC1ION
L  LENGTH
118 IIAP BOOK
ORB OFflaAL RECORDS BOOK
PC POINT OF QJRVA1VR(

I

I

.a

0
.,
g
I

i
oi

PCC POINT OF COIIPOUHD CWVA1IIR£
PG(S) PAGE.{S) PB PU.T BOOK
PRC POINT OF Rn£RS£ aJRVAJlJRE'
PT POINT OF TANGENCY
PHT POINT Of HON-TANCENCY
R  RADIUS
R/W RIGHT OF WAY
S£C SECTIOH-TDIWSHIP-RANGE
o CHANCE IN DIRECTION

/RLO BRONSON MEMORIALIHWY (HWY 441)

t

2
l
JI SUR Y NOTES.·

NOLTE RD

;E

AJJJCATr11 lJ.KERIJ
VICINITY MAP
NOT TO SCALE

-ij 1.	BEARINGS SHOWN HEREON ARE ASSUMED ANO BASED ON THE

""	SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTlON 17, TOWNSHIP 26 SOUTH, RANGE J1 EAST, AS BEING S89.4J'11"£
LANDS	SHOWN	HEREON	WERE	NOT	ABSTRACTED	FOR

  U&,'

l

RIGHTS-OF-WAY, EASEMENTS,	OWNERSHIP,	ADJOINERS	OR OTHER INSTRUMENTS OF RECORD.

WIWAM D. DONLEY
PROFESSIONAL SURVEYOR &"MAPPER

DATE

I

8 J. THIS SKETCH MEETS THE APPLICABLE "STANDARDS OF PRACTlCE" AS SET FORTH BY THE Fl.OR/DA BOARD OF PROFESSIONAL SUR'if:YORS AND MAPPERS IN RULE 5J17.050-.052, Fl.OR/DA ADMINISTRATlVE CODE.

LICENSE NUMBER LS 5J81
NOT VALJO IIITHOUT TH[ S/GNATUR[ ANO TH[ ORIGIN'-L RAISED SEAL OF A FLORIOA UCENS£D S'.JR'£frJR AND MAPPER

-	4. THIS IS NOT A BOUNDARY SUR'if:Y.

SHEET 1 OF 3

{SEE SHEET 2 FOR DESallP110N OF SKrn:H)

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND /2

SECTKN 11. TDWNSHP 21 SDUTH. RANCE JI EAST	I De111rberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No.LB 8011	PREPARED FOR:

NARCOOSS££ LAND V£NTUR£S, LLC

DATE: 12/t)7/IB	PRO.t 50075546
REVOATE::	ORAWN BY: NS
SCA/.£: N/A	aECKED BY: TPT	
OSCEOLA COUNTY	FLORIDA			

l'
tIL :
j
.i
!

I

(

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

..1
J

LEGAL DESCRIPTION:

A PORTION OF SECTION 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4	OF SAID SECTION 17; THENCE 589·43'11''E ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1321.12 FEET TO THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17,·	THENCE Noo·10'22"E ALONG THE WEST LINE OF THE SOUTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1319.16 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4 OF SAID SECTION 17,·	THENCE S89'40'58"E ALONG THE SOUTH LINE OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1208.50 FEET TO A POINT ON A NON-TANGENT
.,; CURVE, CONCA VE WESTERLY, HAVING A RADIUS OF 616.77 FEET, A CENTRAL ANGLE OF 27'06'36': A CHORD E BEARING OF N21'09'28''W AND A CHORD DISTANCE OF 289.11 FEET,· SAID POINT ALSO BEING THE POINT OF BEGINNING;	THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 291.83 FEET TO THE

co

,>; POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 30.00 FEET,
A CENTRAL ANGLE OF 755·10'21•: A CHORD BEARING OF N42.52'28"E AND A CHORD DISTANCE OF 58.60
::: FEET,· THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 81.25 FEET TO THE POINT OF TANGENCY,·  THENCE 559·32'19"£, A DISTANCE OF 196.38 FEET TO THE POINT OF CURVATURE OF A

1

"' CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1085.00 FEET, A CENTRAL ANGLE OF 08:39'54': A CHORD BEARING OF 563'52'16"E AND A CHORD DISTANCE OF 163.93 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 164.09 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE
(	CONCAVE WESTERLY,	HAVING A RADIUS OF 50.00 FEET, A CENTRAL	ANGLE OF 138:36'37':	A  CHORD
'lr	BEARING OF soro6'06"W AND A CHORD DISTANCE OF 93.55 FEET,· THENCE SOUTHERLY ALONG THE ARC OF
t SAID CURVE A DISTANCE OF 120.96 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
1 SOUTHEASTERLY, HAVING A RADIUS OF 457.00 FEET, A CENTRAL ANGLE OF 26.42'29': A CHORD BEARING
, OF S57'03'09''W AND A CHORD DISTANCE OF 211.10 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 213.03 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
NORTHERLY, HAVING A RADIUS OF 40.00 FEET, A CENTRAL ANGLE OF 132:39'37': A CHORD BEARING OF J N69.58'17"W AND A CHORD DISTANCE OF 73.27 FEET,· THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 92.61 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCA VE WESTERLY,
HAVING A RADIUS OF 616.77 FEET, A CENTRAL ANGLE OF 03·57'41•: A CHORD BEARING OF N05'37'19"W AND A CHORD DISTANCE OF 42.64 FEET,· THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE
OF 42.64 FEET TO THE END OF SAID CURVE AND THE POINT OF BEGINNING.
!;-
CONTAINING: 72,633 SQUARE FEET OR 1.667 ACRES.

SHEET 2 OF J

(SE£ SHEU 1 FOR LEGEND)

J

<	(s££ SHEET 3 FDR SKETCH 0r 0£Sal/PnONJ
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION
-OF-
PHASE 2C	Dewberry	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATc: 12/07/18	PROJ: 50075546
REV DATE:	DRAWN BY: 115'
SCALE: N/A	CHECKED BY: TPT	
POND /2	
131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
SECTION 17. TDWNSHIP 26 SOUTH, RANG£ .II EAST	PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION NO. LB 8011		

8
.0.,
a.
J

<

0

•"C '
OSCEOLA COUNTY	FLORIDA

CURVE TABLE	
CURVE	LENGTH	RADIUS	DELTA	CHORD	BEARING	
C1	81.25'	J0.00	15510'2r	58.60'	N42-s2'28·c	
C2	120.96'	50.00	1J8"J6'J7"	9J.55'	501YJ6'06"W	
CJ	92.61'	4aoo	1:J2"J9'J7"	7J.2t	N69"58't7•w	
C4	42.64'	616.77	OJ"57'41"	42.64'	N05"J7'19"W	

C

0
j::::J

NE CORNER OF THE W 1/2	OF THE SW 1/O4F SECTION 17-26-31

NOT PLATTED
(

._,t,_-
(:j"')
I
4.J-z<c
i:!:-
'- :il:,l's.
c5 l/J-
4.J !,.,J
f:::

11
."D '

,...
0
,;;
"0'

"-'

0	50	100
I	I	I
1 /NOi • 100 FEET

n	-:;or
C')	\\
:i:. 'Z	<.S.

-.J"'- <;_)

bj

kl a

POND #2

( _,6.
If->..:l'oa'9.'o,;n:,..
oa.::,. oo ..
ce 6J:sr.9:S-¢....
C:,-s, ,,6  !c?76'
.9..J'..

.\.\.'.:..i. 0-. ·

c,:)

CONTAINS

0

..,

i.;;: I

SW CORNER OF

P•"'O -lv'
\.0. v°i -.l_, •

1.667 ACRES±

G	<c

-

-z-

THE NE 1/4 OF	·_.	,
TH£ SW 1/4	_._	'
SECTION 17-26-31

cirl

i£l

)

rs£

POINT OF

4.J j::::
lrj <;_)
4.Jbj
t.,_ L,..0
<:::i'<t-

-.l:il:,
:il::uoi

S LINE OF THE NE 1/4 OF
THE SW 1/4 OF SECTION 17-26-31

 ·sa''E  12oa.so· 	

NOT PLATTED

153.70'  '	:::£o".5' ,		
-.	?,\J· 00 "

,,.,o

\!' brs1. •i9 " i o·bci o9, tf'J; 1·0
c	i

COMMENCEMENT

S LIN[ OF TH[ SW
1/4 OF S[C
(1B7A-S2I6S-3O1F  BEARING

SE CORNER OF THE W 1/2 OF THE SW 1/4 OF SECTION 17-26-31

S LINE OF THE SE 1/4 OF TH£ SE CORNER OF THE SW 1/4 OF 1/4 OF SEC 17-26-37	SECTION 17-26-31

sa9'41'11''E 1321.12·	T J	OF J
S89'43'11't 1321. 12	SHEE

(5££ SHEET 1 FOR LEGfNO} (SEE SHffT 2 FDR OE:SCRIPTIDN Or SKUCH)

t'
;:,
"6

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND #2

SECTION 77, TO'ftNSHIP 26 SOUTH, RANGE: :St EAST	Dewberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104
WWW.DEWBERRY.COM	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE:: 12/07/18	PROJ: 50075546
RfV OAT£:	DRAWN BY: ll'S
SCALE: ,. z ,oo·	CHfCl<BJ BY: TPT	
	CERTIFICATE OF AUTHORIZATION NO. LB 8011		
OSCE:OLA COUNTY	FLORIDA			

8
?

!

"

f

0
(
£"'
i
0

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

E IRLO BRONSON MEMORIALIHWY (HWY 441)

C  j i

1

I

...

iii
"'

ii

i
ii !1
NOLTE RD
i1

I

i
:,...

§

NOTTO SCALE
LEGAL QESCR[PUQN;

LEGEND:
-It- I.MC BREAK
CEN'IRAL ANGI.£
AC  ACRES
CB CHa/D 8£AR1HG CH QICJRD I.ENG1H
r.D.£P. FUIRJDA DEPAR1MENT OF ENWIONIIENTAL PROJE:CTION
L  LENGTH
118 MAP BOOK
ORB OfFIQAL RECORDS BOOK
PC POINT OF CURVA11/RE'
PCC POINT OF ctNPOUND CVRVAnJR£
PC(S) PA<E(S) PB PUT BOOK
PRC PO/NT OF REVERS£ CVRVAnNlE PT POINT OF TANGENCY
PNT POINT OF NON-TANGENCY
R RADIUS
R,hl RJGHT OF WAY
src S£CTK11-TD'IMSIIP-RANG£
o CHN#GE IN DIR£C110N

1

- A PORTION OF HICKORY TT?EE ROAD (.A VARIABLE 'MOTH PUBUC RIGHT OF WAY) LYING IN SECTIONS 17, 18, 19, AND 20, TO'MJSHIP 26 SOUTH, RANGE J1 EAST, MORE PARTTCULARL Y DESCRIBED AS FOLLOWS:
1 COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHVEST 1/4 OF SAID SECTION 17; THENCE S89"4J'11"£ ALONG THE SOUTH UN£
;i OF THE SOUTHWEST 1L4 OF SAID SECTION 17, A DISTANCE Of 90.00 FEET TO A POINT ON THE EAST RIGHT OF WAY UN£ OF SAID
ia HICKORY TT?EE ROAD '(RIGHT OF WAY WIDTH VARIES) PER omCIAL RECORDS BOOK 1918, PAGE 2958 OF THE PUBUC RECORDS OF OSCEOLA COUNTY, FLORIDA: SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE S00"27'16•w ALONG SAID EAST RIGHT OF
,WAY UN£, A DISTANCE OF JJO.BJ FEET: THENCE DEPARTING SAID EAST RIGHT OF WAY UN£, RUN N89"J5'45•w, A DISTANCE OF
89.74 FEET TO A POINT ON THE WEST UNE OF THE NORTHWEST 1/4 OF SAID SECTION 20; THENCE  N89"J5'45•w, A DISTANCE OF
W.00 FEET TO A POINT ON THE WEST RIGHT OF WAY UNE OF SAID HICKORY TREE ROAD (RIGHT OF WAY WIDTH VARIES}; THENCE
(	ILONG SAID WEST RIGHT OF WAY UNE THE FOLLOWING TWO (2) COURSES AND DISTANCES: N00"24'J4•£, A DISTANCE OF JJ0.61

l

i"EET; THENCE N007J'ss·£, A DISTANCE OF 2276.45 FEET; THENCE DEPARTlNG SAID Kf'ST RIGHT OF WAY UN£, RUN 589"52'44.£, A DISTANCE OF 20.00 FEET TO A POINT ON THE WEST UNE OF THE SOUTHWEST 1/4	OF SAID SECTTON 17; THENCE CONTINUE

j

S89"52'44·E, A DISTANCE OF 80.00 FEET TO A POINT ON THE EAST RIGHT OF WAY UN£ OF SAID HICKORY 11?££ ROAD PER omCIAL RECORDS BOOK 1918, PAGE 2958; THENCE ALONG SAID EAST RIGHT OF WAY UN£ THE FOLLOMNG THREE (J)	COURSES AND
; DISTANCES: S007J'5s·!t;. A DISTANCE OF 1010.JO FE£7l THENCE S89"46'Jr£, A DISTANCE OF 10.00 FEET; THEN'ct S007J'ss·w. A
ii DISTANCE OF 1266.45 rt:.r:.T TO THE POINT OF BEGINNIN .
CONTAINING: 276,660 SQUARE FEET OR 6.J51 ACRES.

4

SUR\f"Y NOTES.·

BEARINGS SHO'MJ HEREON ARE ASSUMED ANO BASED ON THE
SOUTH UNE OF THE SOUTHWEST 1/4 OF SECTION 17, TO'MJSHIP
l.	26 SOUTH, RANGE Jt EAST, AS BEING S89"4J'W£

/2-/g/U!f;;TE

:	2.  LANDS	SHOWN	HEREON	WERE	NOT	ABSTT?ACTED	FOR

t

!		RIGHTS-OF-WA°t, EASEMEN'fX OWNERSHIP,	AOJOINERS OR OTHER INSTRUMt.NTS OF RECurru.

i

:	J. THIS SKETCH	MEETS	THE	APPUCABLE	·sTANDARDS	OF PRACTICE• AS SET FORTH BY THE FLORIDA BOARD OF

PROFESSIONAL SURVEYOR ct MAPPER LICENSE NUMBER LS 5381
NOT VAUD KfTHOUT 1Hc SIGNATl.IRE AND THE ORIGINAL RAISED SE'AL OF A
FLORIDA UCENSEIJ SURl£YOR ANO MAPPER

I

'	PROFESSIONAL	SURVEYORS	AND	MAPPERS	IN	RULE
sJ11.oso-.os2, FLORtoA ADMtNISTT?AnVE cooE.

;, .f.. THIS IS NOT A BOUNDARY SURVEY.

SHEET 1 OF 2	(SEE SHEET 2 f'al SKETr:H OF OESal/P1ION)

SKETCH OF DESCRIPTION
-OF-
HICKORY TR££ ROAD R/W	De111rberry	
PREPARED FOR:

NARCOOSSEE LAND
VENTURES, LLC

DA1F: 12,/11/18	PRO.k 50075546
0ATCREY.	DRAWN BY: ltS'
SCALE: N/A	CH£CKED Br: TPT	
	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
5£C11ai5 17. 14 ti, AND	101115W' 26 SDll1H.
RNKE.11 CAST	PHONE: 321.354.9826 FAX:407.648.9104
WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION NO. LB 8011		
OSCEOLA COUNTY	FLORIDA			

!	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
l
1
j

!

fl

MATCH UN£ - SHEET "A"

lO

(_)	..

1-:ic;-
<:to

HICKORY TREE RD R/W CONTAINS 6.351 ACRtS ±

('.,i I I	Lu
(Q
,r--_  -.J

-

kJ	>--
llOt3,;:::t:<:l:
U)

,..,

"')	.lrJ
!"-

s

0	c:,	Cl
15	Cl
l/)
;

I
..	bl(.!)
LO i'.5ci..
(()  ,>--.«..;..;
(()
C\I ::::,9::l
-	4C. )"--
I:I t: ,
t;;
::' J  i'.5
"')

S89"52'44"E	20.00'

l	-S89"52'44"E	80.00'

I

-	HICKORY TREE RD rt
CONTAINS 6.351 ACR S ±
h	0

aC\i

-	,acs;-	J==:i

Q::
!-u

1"'-
c:,

V

. ,°'

I

Lu

PROPOSED TWIN LAKES PHASES 2A-28

l/) 7
Lu\o
i!r-:-_

I Vi(.!)	0	100	200

I

i'.5Cl..

°'
"0'

a:
§	3;:::-
ll)(
\o

Jlt)
),... C\i

PB PG_ NOT PLATTED

i.....-

µ

..

a:;;:
Lug
l.l

-

:::::,9:1
i....

I	I	I
1 /Nal - 200 FEIT

N
.;
u

1

N

VI

"'

.!.
.V.I ,

(

)...t
Q::--=-
u
5:

r--_
i...-
a<=
g
:::;

-

Lu
").

:,i-
c::;
CJj 0)
I I .,..,.\

4.. co· a -
:f--x:0:)-

Lu

f?

.,

18

S LINE OF THE SW
l/4	SEC 17-26-31
(BASIS OF BEARING}
S89'4)'11"E 1321.12'

r

SE CORNER OF THE W 1/2 OF THE SW 1/4 OF SECTION 17-26-31

or

Q::
!-1.J K
J;:: §
)...	}ll
cQs:: lO

5:

,,;:::

lt)
.,l.r.J,
!"-
Cl

C)'-

,......
lr)
i:5
PROPOSED TWIN LAKES PHASES 2A-28

--.J l0t))
>-- C\i
Cl..
!ti'

PB PG_ NOT PLATTED

"

t	-		

:fx--:0:-)

(.j

19

II

l	kJ

A	:t;

-

I	It	,.

POINT OF COMMENCEMENT
SW CORNER OF THE SW 1/4 OF SEC 17-26-31

N LINE or THE NW
1/4 or SEC
20-26-31

ci:&?
Lu
_J

..	"-'s!,

(()	"')

S89"46'37"E

N

al	.,IV)	"'	r--..

OJ
c::i

LOT 8 (PB B, PG 26)

10.00'

N

.I:
.G,
,0:
11.

,...:	f\l to)

I

f\l	"-'	C:, "")	PROPOSED TWIN LAKES
c:, ""'j	C	PHASES 2A- 28	:t;
C:::,	:!t:	(i)	PB PG_	1t	..

<!	NOT PLATTED	ll)  lO
a.-	-----------	le)

-

Nf.9"35'45"W	89.74'
c:::i C\I
N89"J5'45 W	LOT 9 (PB 8, PG 26)	,._
-g	20.0()',	SHEET 2 OF--- 2	MATCH LINE-- S-HEET-•A" -
j	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
15

SKETCH OF DESCRIPTION	Dewberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION NO. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES. LLC

DATE:: 12/11/18	PROJ: 50075546
DATE: REV:	DRAWN BY: WS
SCALE: 1•-200•	CHECKED BY: TPT	
-OF-			
HICKORY TREE ROAD R/W			

SECTIONS 17, 18. 19, AND	TOWNSHIP 26 SOUTH,
RANCE .11 EAST			
OSCEOLA COUNTY	FLORIDA			

8

..

;;

?
..,
a.

;;

;!,

15

<

J.-

"C ''
"i

ACKNOWLEDGMENT OF ACQUISITION OF CERTAIN INFRASTRUCTURE IMPROVEMENTS AND THE RIGHT TO RELY UPON ANY WARRANTIES AND CONTRACT TERMS FOR THE CONSTRUCTION OF SAME

THIS ACQUISITION AND WARRANTY ACKNOWLEDGMENT is made the 17th day
of December, 2018, by Jr. Davis Construction Company, Inc., having offices located at 210
S. Hoagland Blvd., Kissimmee, Florida 34741 ("Contractor"), in favor of the Live Oak Lake Community Development District ("District"), which is a local unit of special­ purpose government situated in Osceola County, Florida, and having offices located 313 Campus Street, Celebration, Florida 34747.

SECTION 1. DESCRIPTION OF CONTRACTOR'S SERVICES. Contractor has provided construction services as general contractor in connection with the construction of certain infrastructure improvements (the "Improvements") for Narcoossee Land Ventures, LLC, a Florida limited liability company, a developer of lands within the District (the "Developer"). A copy of the contract for the construction of said Improvements is attached as Exhibit A ("Construction Contract"). The Improvements constructed and acquired are more generally described in the attached Exhibit B.

SECTION 2. ACQUISITION OF IMPROVEMENTS. Contractor acknowledges that the District is or has acquired the Improvements, constructed by Contractor in connection with the Construction Contract attached as Exhibit A, from Developer, and thereby securing the unrestricted right to rely upon the terms of the Construction Contract for same.

SECTION 3. WARRANTY. Contractor hereby expressly acknowledges the District's right to enforce the terms of the Construction Contract, including any warranties provided therein and to rely upon and enforce any other warranties provided under Florida law.

SECTION 4. INDEMNIFICATION. Contractor indemnifies and holds the District harmless from any claims, demands, liabilities, judgments, costs, or other actions that may be brought against or imposed upon the District in connection with the Improvements identified in Exhibit B because of any act or omission of Contractor, its agents, employees, or officers. Said indemnification shall include, but not be limited to, any reasonable attorney's fees and costs incurred by the District.

SECTION 5. CERTIFICATE OF PAYMENT. Contractor hereby acknowledges that it has been fully compensated for its services and work related to completion of the Improvements. Contractor further certifies that no outstanding requests for payment exist related to the Improvements identified in Exhibit B, including any payments to subcontractors, materialmen, suppliers or otherwise, and that there is no disagreement as to the appropriateness of payment made for the Improvements. This document shall constitute a final waiver and release of lien for any payments due to Contractor by Developer for the Improvements identified in Exhibit B.

SECTION 6.	EFFECTIVE DATE.	This Acquisition and Warranty Acknowledgement shall take effect upon execution.

COMPANY, INC., a Florida corpora

rs•

I

--

ATTEST	JR. DAVIS CONSTRUCTION

tion

By: James B. Davis, Jr.
Its: President

EXHIBIT A
CONSTRUCTION CONTRACT

EXHIBITB
IMPROVEMENT DESCRIPTION

All Stormwater Management Facilities including ponds, lakes, wetlands together with master drainage pipes, structures, inlets, manholes, mitered end sections, headwalls and control structures between said ponds in and for the development of Twin Lakes Phase 2A and 2B, all located on portions of the real property described in the legal description attached hereto as Attachment A-1.
The sketch and legals in Attachment A-2 describe areas that include portions of the master system outside of the Platted Boundary. They include control structures and outfall piping for the wetland, control structures and outfall piping from the development ponds to the existing ditch, and ponds that benefit the future phases of the Twin Lakes development.
All being more particularly described in the highlighted portions of that certain As-Built Survey of Twin Lakes Phase 2A & 2B dated November 9, 2018, prepared by Johnny A. Brown, PSM.

ATTACHMENT A-1:
LEGAL DESCRIPTION

TRACTS R-8, OS-24, OS-26, OS-27, SW-10, SW-14, AND SW-15, AS SHOWN ON THE PLAT KNOWN AS TWIN LAKES PHASE 2A AND 2B, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 27, PAGES 121 THROUGH 126.

ALSO INCLUDING

THE REAL PROPERTY DESCRIBED IN THE LEGAL DESCRIPTION ATTACHED HERETO AS ATTACHMENT A-2.

0

(	ATTACHMENT A-2

L£G£ND:
-It- UN£ BREAK

C

4i CEH1RAI. ANGlE
AC ACRES
C8 CHORD 8EARINC
CH CHORD LENC1H
F:OLP. Fl.a!IOA DEPAR111ENT <F
ENWlONJIENTAL PR01FC110N
L  LENG1H
tlB tlAP BOOK
ORB CfF1aAL RECOROS BOOK
PC PaNT <F CllRVA1URE

PCC POINT OF COIIPOOND CURVA1VR£ PG(S) PACE(S)
PB PIATBOOK
PRC PaHT <F R£VERSE llJRVATIME
PT POINT OF TANGENCY
PNT POINT OF HOH-TANGENCY R RADWS
R/W RIGHT OF WAY
SEC S£C110N-10WNSH/P-RANC£
o CHANCE IN DIR(C1ION

I
.II
!...
m

!!
!
i
!
I
(
!

ii

SURVEY NOTES:

E IRLO BRONSON MEMORIAL IHWY (HWY 441)

I

i

i
ij i
i !
NOLTE RO	r /	PHASE 2A­
;,	r	SITE

§	AllJCATOR
l.)J(£ RO
VICINITY MAP
NOT TO SCALE

,	V Iii '1	I
........

:	1.		BEARINGS SHOWN HEREON ARE ASSUMED ANO BASED ON THE SOUTH UN£ OF THE SOUTHWEST 1/4 OF SECT10N 17, TOWNSHIP
26 SOUTH, RANGE J1 EAST, AS 8£/NG S89'4J'tt•£
I 2.  LANDS	SHOWN	HEREON	WERE	NOT	ABSTRACTED	FOR
J	f:/l,tfiR !tNTffAJf",ff/tko. OWNERSHIP,	AOJOINERS  OR
.E

WIWAM 0. DONLEY PROFESSIONAL SURVEYOR LICENSE NUMBER LS 5J81

'told

DATE

.,!,J J. THIS	SKETCH	MEETS	THE	APPUCABLE	·srANDAROS	OF PRACT1CC AS SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL	SURVEYORS	AND	MAPPERS	IN	RULE

NOT VALID MTHOUT TH£ SIGf-tATIIR£ AND 1H£ ORIG1NAL RAISED 'SE'AL OF A
FLORIDA LJC£NSED SURV£YDR AND IIAPP£R

I	5J17.050-.052, FLORIDA AOMINISTRATlVE CODE.
4. THIS IS NOT A BOUNDARY SURVEY.

SHEET 1 OF 4	(SEE SHEET 2 FOR DCSCRJPTICN OF SKm:H)

;;.

I

SKETCH OF DESCRIPTION
-OF-	De111rberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	PREPARED FOR:	
POND /15
ORA/NAG£ £AS£M£NT		NARCOOSSEE LAND VENTURES, LLC	
SEr:7IONS 11 AND 2tl TDIIINSHI' 21 SOUTH, RANGE JI £ASr			
		DATE': 12/11/11	PRO.k 500755411
DA	DRAWN 8	ltS'	
OSCEOLA COUNTY	FLOR/OA		SCALeN/A	OECKED BY: TPT	

l1

1
j

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVE:Y.

(

.

6
C
!

C
LEGAL DESCRIPTION_;_
PARCEL A
A PORTTON OF SECTIONS 17 AND 2Q1-, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBEu AS FOLLOWS:

BEGINNING AT THE SOUTHEAST CORNER OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 17; D	THENCE N89"43'11"W ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 17, A DISTANCE e  OF 24.74 FEET; THENCE DEPARTING SAID SOUTH LINE RUN, soo·oo'oO"E, A DISTANCE OF 99.42 FEET,·

i

!	 THENCE N89"34'36"W, A DISTANCE OF 25.00 FEET,· THENCE Noo·oo'oo"E, A DISTANCE OF 118.36 FEET,· "'	THENCE N66"JO'OO"W, A DISTANCE OF 127.14 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 676.00 FEET, A CENTRAL ANGLE OF 04"36'37': A CHORD BEARING OF
.:	N84°59'11"E AND A CHORD DISTANCE OF 54.38 FEET; THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 54.39 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE NORTHERLY,
0	HAVING A RADIUS OF 124.00 FEET, A CENTRAL ANGLE OF 10"39'12': A CHORD BEARING OF N81"57'53"E
"'	AND A CHORD DISTANCE OF 23.02 FEET,· THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE
:	OF 23.06 FEET TO THE END OF SAID CURVE; THENCE 566"30'00"[, A DISTANCE OF 55.81 FEET,· THENCE N90"00'00"[, A DISTANCE OF 45.76 FEET,· THENCE soo·oo'OO"E, A DISTANCE OF 55.70 FEET TO A POINT
i	ON THE SOUTH LINE or	THE SOUTHWEST 1/4	or	SAID SECTION 17; THENCE	N89°43'11"W ALONG SAID
'.:'.	SOUTH LINE OF THE SOUTHWEST 1/4	OF SECTTON 17, A DISTANCE OF 7.59 FEET TO THE POINT OF
ti	BEGINNING.
z<

C:

;I	CONTAINING: 8913.24 SQUARE FEET OR 0.205 ACRES.
TOGETHER	TH
w

£

0
§
.!:I
!

PARCEL B

A PORTTON OF SECTIONS 17 AND 2Q,_, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBEu AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER or	THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17,·

Z	THENCE S89"43'11"E ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 373.89 FEET TO THE POINT OF BEGINNING;	THENCE S70'.24'29 'W, A DISTANCE OF 41.27 FEET TO A
i	POINT ON A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 676.00 FEET, A

!!
...,.
ii

CENTRAL ANGLE or 19·45'20·: A CHORD BEARING OF N70'.24'29"E AND A CHORD DISTANCE OF 231.93 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE or 233.08 FEET TO THE END or SAID CURVE; THENCE S70'.24'29"W, A DISTANCE OF 190.66 FEET TO THE POINT or BEGINNING.
CONTAINING: 1,552 SQUARE FEET OR 0.036 ACRES.
SHEET 2 OF 4	(srr SHITT J-4 FOR SKETCH OF OESCR/PnON) I

SKETCH OF DESCRIPTION
-OF-
POND /15 DRAINAGE EASEMENT	' Dewberry
131 WEST KALEY STREET	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC	
	ORLANDO, FLORIDA 32806		
SCC710NS 17 ANO	TDIWSH/P 26 SOUTH. ffANGE JI £4ST	PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	
DATE: 12/11/18	PROJ: 500755#i
DATE REV:	DRA'Ml BY: ltS	

!	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

!

0

.;.;,
a.
a.
;!­
;;
0

J.
j
(
:?
"i

0	15	JO
I	I	I
1 INCH z JO FEET

PROPOSED TWIN LAKES PHASES 2A-2B PB PG_

-

NOT PLATTED
/

I

PNT	- -	W LINE OF THE SE 1/4 OF---

C1	PRC	C2 	- 

THE SW 1/4
..

OF SECTION 17-26-31

n,.,-

0

N9o·oo'00nE
45.76'	..

NOT PLATTED

I; I
....
..;

4'66.:,,,.,,,
voo

PARCEL A
DRAINAGE EASEMENT
CONTAINS 0.205 ACRES ±

.l.a.J

It)
IO

0"'
"'

NOT PLATTED

POINT OF
BEGINNING

S,?1lgt) 1c}:u:,

:;l
0

:"'
ili
,.!.
w

SW CORNER OF TH£ SW 1/4 OF SEC 11-26-31

r

s LINE OF THE SW 1/4 OF SECTION 17-26-31
(BEARING OF BASIS} S89'4J'11"E 1321.1..cc.2_' 
LN	LINE OF SECTION 20-26-31

(PARCEL A) SE CORN[R OF THE W 1/2 OF THE
SW 1/4 OF SECTION 11-26-31

\l)

c::,
pb
g
Ci)

N89°43'11 nW

,,	..

C

- ----------,------------  ---- ..
\_N	LINE OF	--	C\j
.t.,;l'I	LOT 1	._	'llit-

7.59'
--,---------
N89 43'11"W	24.74'

I

I

7

D
TnT	1
·	LV•

I.,

c::,	I
I	15
TYMBER COVE	
Sl	I	(PB 2, PGS 106-101)	
pc::,	I		
c::,	I		
	I		
	I		
	I		
	I		

_	,

---1

THE SEMINOLE LAIID & INVESTMENT	0

..c

_...1ru.1 r,r- r"rr"Tlrl.A.I ...,l"I	_c:::::::,

._.,J	,, LU•'rM•fr",/•-H•..VI . •I..:, !.._.,)l!U] D-U'/5IV1/L-J,_/V,. U~r• ,r I. ,Il.l _J,IV. /I I	C)
,
(PB B, PJGGSS 26)	O
I	•
CCUURRVVEF  TTAARBLI EF	I
.c

D

1.1,.
:3
C
i.

CURVE I LENGTH	RADIUS	DELTA	CHORD	BEARING
CT	I	54.39'	616.00	04·35•37-	54.38'	NB4'59'11"E

-- -=-- -=-- -	-	J	,'

C2	I	23.06'	124.00	10·39•12"	23.02'	NB1'57'53-£	1

!	---

N89'•34 '36wn

257.,00 '

(S££ SHFFT 1 FOR l£G£NO}

}
"
a.

i

a.

i

"

c:

SKETCH OF DESCRIPTION
-OF-
POND /15 DRAINAGE EASEMENT

•

De1111berry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806

PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

g	SECIIONS 77 ANO ,M TDVIHSHIP 26 SOUTH, RANG£ JI £'AST
."!i'

PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011

OA1F: 12/11/18 DAT£ REV:

PROJ: 50075546 DRAWN BY: WS

j

SHEET J OF 4	(SEE SHEET 2 FOR OE:SCRIPTION OF SKETCH)
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
a

c:

r=::I
0	20	 40
I	I	I
1 INCH • 40 FEIT

0

.•,

15
E
0
.,,..
..s..
"
"0'
N
-
l:
C
.....

PROPOSED TWIN LAKES PHASES 2A-2B PB ,PG_
NOT PLATTED

a' 2:53.0 o'
\..:::::: 576,0	"
R::::::	,45'20  ,,
19	. 4129E
c0::::::N10,,;1.9:5'

PARCEL 8 DRAINAGE EASEMENT
CONTAINS 1552 SQUARE FEET ±
--

POINT OF

..I..
..,
.N..

c
,l/
·24'29 "

COMMENCEMENT
NOT PLATTED	SE CORNER OF THE W 1/2 OF THE
SW 1/4 OF SECTION 17-26-31

<z
<a:
C
(

s70	_r

UN£ OF THE SW 1/4 OF SEC 17-26-31

sa9·43•11"£ 373.89'

wi

"

"
.0s;

9

0

.c
.!:l
11
i
a, I

<I

N
.N.

.c

!l
.1.1.,.

8

.E

,!,.,
.O.I.
I

ii

ii
:,
'<b
f'

0

SKETCH OF DESCRIPTION	De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION NO. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/11/18	PROJ: 50075546
DAT£ REV:	DRAWN BY: W.S	
-OF-			
POND /15 DRAINAGE EASEMENT			

SECTIONS I 7 AND 2tt TDrtNSHIP 26 SOUTH, FfANCE JI E'AST			

J,
.c.,
a.
a.

0

]
J
(
g
.•"s;'

POINT OF BEGINNING {PARCEL B}
	7
S70'24'29nW	41.27'	lN LINE OF LOT 7

LOT 7

THE SEMINOLE LAND & INVESTMENT COMPANY'S SUBDIVISION OF SECTION 20
{PB 8, PGS 26}

SHEET 4 OF 4

{SE£ SHEET 1 FOR LEGEND)
(SE£ SHffT 2 FDR OESCRIPTION OF SKETr:H)
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

C

l1
....

.5,!
ij
i

i
6i

L£G£ND:
---	LJNE BRfJJ(
CEN1RAL ANQE
AC ACRES
C8 CHORD BEARING
QI  CHfJff1 LENGTH
F.D.£P. FLORIOA DEPAR111ENT OF 9MRONIIENTAL PR07re110N
L  I.ENG7H
118 IIAP BOOK
ORB OFFlaAI. RECORDS BOOK
PC POINT OF QJRVATIIR£

PCC POINT OF COMPOUND CVRVAJVRF: P08 POINT OF BEQNNING
PG(S) PAGE(S)
PB PIATBOOK
PRC POINT OF Rf\fRSf GVRVA1VRf: PT POINT OF TANGENCY
PNT POINT OF NON-TANGENCY
R RADIUS
R/W RIGHT OF WAY
SEC S£C110N-1Dr.HSHIP-RANG£
o CHANG£ IN DIRECTION

j
(_
Ji
J
I SURVEY NQT£S.·

AKE Rf)	

E IRLO BRONSON	MEMORIALIH	WY (HWY 441)

	
t	
NOlTF RO	

I),i..'
§	-· -
SITE

A11JGA111l	

VICINITY MAP
NOT TO SCALE

!j 7. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE SOUTH UNE OF THE SOUTHWEST 1/4 Of SECTION 17, TOWNSHIP 26 SOUTH, RANGE JI EAST, AS BEING S89'4J'WE.
LANDS	SHOWN	HEREON	WERE	NOT	ABSTRACTFO	FOR

  wJ -..	l p6ffe1#

!I	RIGHTS-Of-WAY, EASEMENTS,	OWNERSHIP,	ADJOINERS	OR
,-.	OTHER INSTRUMENTS OF RECORD.
J. THIS  SKETCH	MEETS	THE	APPLICABLE	·srANDARDS	OF

'MWAM D. DQN Y
PROFESSIONAL SUR.VfYOR ct MAPPER LICENSE NUMBER LS 5381

'  DATE

.!	PRACTICC AS SET FORTH BY THE FLORIDA BOARD OF
!		PROFESSIONAL	SURVEYORS	ANO	MAPPERS	IN	RULE 5J1Z050-.052, FLORIDA ADMINISTRA111/£ CODE.

NOT VAUO 'M7HOUT THE SIGNATl/RE ANO THE ORIGINAL RAISED SEAL OF A FLORIDA 1./CENSED SURIO'Q'i' ANO UAPPER

1
4. THIS IS NOT A BOUNDARY SURVEY.

SH££T 1 OF 3

{SEE SHEET 2 RR SKE1al OF /JESal/PTION)

0.:
i

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
•

5
i
li
jj,l
\ I

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND /1

SECTIOI 17. 7DNNSHF 26 SOU'IH. RNiG£ J7 CASr

De1111berry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826  FAX: 407.648.9104
WWW.DEWBERRY.COM

PREPARED FOR:

NARCOOSSE£ LAND VENTURES, UC

OAll: 12/01/18	PRo.k 50015546

f' OSCEOLA COUNTY	FLORIDA

CERTIFICATE OF AUTHORIZATION NO. LB 8011	REV DAll:	ORA'tW B	115'
SCALE: N/A	QIEa<ED B  1PT

C,)
LEGAL DESCRIPTION:
A PORTION OF SECTION 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4	OF SAID SECTION 17,· THENCE S89°43'11''E ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1321.12 FEET TO THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17,·	THENCE N00°10'22''E ALONG THE WEST LINE OF THE SOUTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1319.16 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4 OF SAID SECTION 17;	THENCE 589°40'58''£ ALONG THE SOUTH LINE OF THt NORTHEAST 1/4	OF fHE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 253.22 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 14·49'45': A CHORD

A

o BEARING OF N06°27'48"W AND A CHORD DISTANCE OF 12.90 FEET: SAID POINT ALSO BEING THE POINT OF
j BEGINNING; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE	DISTANCE OF 12.94 FEET TO THE POINT
; OF COMPOUND	CURVATURE OF A CURVE CONCAVE EASTERLY,	HAVING A RADIUS OF 493.10 FEET,	A
,; CENTRAL ANGLE OF 22°05'52''..., CHORD BEARING OF N12·oo'OO"E AND A CHORD DISTANCE OF 189.00 FEET;_ THENCE NORTHERLY ALONG 1t1E ARC OF SAID CURVE A DISTANCE OF 190.18 FEET TO THE POINT Or
e REVERSE CURVA TUR£ OF A CURVE CONCA VE WESTERLY, HAVING A RADIUS OF 1328.15 FEET, A CENTRAL
0  ANGLE OF OT07'31': A CHORD BEARING OF N19°29'11"E AND A CHORD DISTANCE OF 165.06 FEE!) THENCE "' NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 165.17 FEET TO THE POINT O,- REVERSE i5 CURVATURE OF A CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF
: 115'06'05", A CHORD BEARING OF N73°28'28''E AND A CHORD DISTANCE OF 84.39 FEE_"fi THENCE EASTERLY
:; ALONG THE ARC OF SAID CURVE A DISTANCE OF 100.44 FEET TO THE POINT OF REVErrSE CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1208.30 FEET, A CENTRAL ANGLE OF 10°24'25': A
N  CHORD BEARING OF 55470'42"£ AND A CHORD DISTANCE OF 219.17 FEET,· THENCE SOUTHEASTERLY ALONG
: THE ARC OF SAID CURVE A DISTANCE OF 219.47 FEET TO THE POINT OF TANGENC, · THENCE 559°22'54"
"' A DISTANCE OF 164.95 FEET TO THE POINT OF CURVA TUR£ OF A CURVE CONCA Vt WESTERLY, HAVING r1
(	RADIUS OF 291.85 FEEJ,. A CENTRAL ANGLE OF 7T55'28': A CHORD BEARING OF 52025'10"£ AND A CHORD
.., DISTANCE OF 367.03 rcET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 396.93
a. FEET TO THE POINT OF TANGENCt;, THENCE S18°32'34"W, A DISTANCE OF 47.03 FEETJ, THENCE S16°58'5B"it
A DISTANCE OF 103.39 FEET TO 1t1E POINT OF CURVA TUR£ OF A CURVE CONCAVE NvRTHWESTERL Y, HAV/Nc., A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 73°17'51 •: A CHORD BEARING OF 553·37'53"w AND A
] CHORD DISTANCE OF 59.69 FEET,· THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE
a., OF 63.96 FEET TO THE POINT OF TANGENC"Yi,· THENCE N89°43'11"W, A DISTANCE OF 348.80 FEET TO THE 1i POINT OF CURVATURE OF A CURVE CONCr1VE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET, A i CENTRAL ANGLE OF 12·04'47• . A CHORD BEARING OF N5S40'48"W AND A CHORD DISTANCE OF 58.83 FEET)_
,	THENCE NORTHWESTERLY ALO,vG THE ARC OF SAID CURVE A DISTANCE OF 62.90 FEET TO THE POINT O,­
TANGENCY,· THENCE N1T38'25"W, A DISTANCE OF 127.20 FEET TO THE POINT OF CURVATURE OF A CURVE
! CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 776.45 FEET, A CENTRAL ANGLE OF 15·07'49•: A CHORD BEARING OF N2s·12'19"w AND A CHORD DISTANCE OF 204. 44 FEET,· THENCE NORTHWESTERLY ALONG THE
i ARC OF SAID CURVE A DISTANCE OF 205.04 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE
.., CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 1a·53'32•: A CHORD
! BEARING OF N2S19'27"W AND A CHORD DISTANCE OF 16.41 FEET;., THENCE NORTHWESTERLY ALONG THE

...,
'ih

ARC OF SAID CURVE A DISTANCE OF 16.49 FEET TO THE POINT OF t:iEGINNING.
CONTAINING: 338,295 SQUARE FEET OR 7.766 ACRES.

(5££ SHEET 1 FOR L£G£ND)

<	SHEET 2 OF .3 	(5££ SHffT 1 F'OR DESCRIPTION OF SKUT;H)
j	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
'l5

SKETCH OF DESCRIPTION	De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	PREPARED FOR:

NARCOOSSEE LAND VENTURES. LLC

DAT£: 12/07/18	PROJ: 50075546
R£V DAT£:	DRAltN BY: WS
SCALE: N/A	CH£Ct<£D BY: TPT	
-or-			
PHASE 2C POND 11			

SECTION r7, TD'M>ISHIP 26 SOUTH, RANCC JI £AST			

OSCE:OLA COUNTY	FLORIDA			

8
?
.0.,
j
0
'l5

cj
gt

'j

"C"
.;;

CURVE TABLE

(

CURVE	LENGTH	RADIUS	DELTA	CHORD	BEARING	
Cl	12.94'	50.00	14°49'46"	12.90'	N06"27'48"W	
C2	190.18'	49J.IO	22YJ5'52"	189.00'	N12TJO'OO"E	
CJ	165.17'	1.J28.15	07'07'J1"	165.06'	N19"29'11"E	
C4	100.44'	50.00	115TJ6'05"	84.J9'	N7.J"28'2B"E	
C5	219.47'	1208..JO	10"24'25"	219.17'	55410'42"[	
C6	.J96.93'	291.85	77'55'28"	J67.03'	S20"25'10"E	
C7	6J.96'	50.00	7J17'51"	59.69'	S5.J37'5J"W	
CB	62.90'	50.00	72'04'47"	58.8.J'	N5J'40'48"W	
cg	205.04'	776.45	15'07'49"	204.44'	N2572'19"W	
C10	16.49'	50.00	18'SJ'J2"	16.41'	N23'19'27"W	

I
I

0
i=::I
0	100	200

C2·
NOT PLATTED
I 589'40'58"[  0

PCC	- 7
I

PROPOSED TMN LAKES /
PHASES 2A-2B	/
0
15

I	I	I
1 INCH • 200 FEET

ss.9.

253.22'	 ,-,,,

I

i  e,

--

SECTION 17-26-31

I	SW 1/4 OF
L	PRC	_J

j

DETAIL "A"
11

E
0;
D""
0"'
,';

:tfPl_  TED	I
I
I
(
)

.1'6.<<"S,r
.9s..

1
NOT PLATTED

= .JO'

0

"'

-

....

u
0
..,

I._

i
J	S89'40'58"E
\	23.22'	•  T.  •

-SEE DETAIL •A•
625.29'

S LINE OF THE NE 1/4 OF OF THE SW 1/4 OF SECTION 17-26-31

r

---	---

-;	i...,-

(

fi	2:7
IQ
0	-zr--,._

\	I POINT OF
\
\
\

POND /1 CONTAINS 7.76	ACRES±

0..

'

•"
..,
C

-<::
kl CS
V') i:::
t:...)

2:

kl

,

5

I \ N17"38'25"W

S18"32134

11W 47.031

0
"1
i	-.;-

}'.I
c:::,

\	127.20'
\

  .PC	PT.

.	S16"58'58"W
y	103.391

n

..u....
.i.
!

::::;"1::	Cl	\
sl/J	<C::l	\
POINT OF l	\

r		

COMMENCEMENT I	\

cio> N89"43'11"W 348.80'

NOT PLATTED

ISW CORNER OF THE SW 1/4
IF SEC 17-26-31
S LINE OF THE SW 1/4 OF SEC 17-26-31

SB9'43'1lt1J21.t2'

SE CORNER OF THE W 1/2 OF THE SW 1/4 OF SECTION 17-26-31

S LINE OF THE SE 1/4 OF THE	SE CORNER OF THE SW 1/4 OF SW 1/4  OF SEC 17-26-31 /SECTION 17-26-31

(S££ SHEET 1 FOR LEGEND)

-1"f!ilEl----'-s-s9·43•11"E 1321.12.-V 5 HEET J	OF J

(SEE SHEET 2 FOR DESCRIPTION OF SKETCH)

f'
;::,
0

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND /1
. SCCT'/ai 17, TD'M-ISHIP 26 SOUTH, RANGE JI E:AST	De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/07/18	PROJ: 50075546
REV DATE:	DRA'MI BY: ltS
SCALE: 1. • 200'	CHECKED BY: TPT	
	CERTIFICATE OF AUTHORIZATION No. LB 8011		
OSCEOLA COUNTY	FLORIDA			

8

0

.0.,

?

i

a.

a.

i

g

c'

g'

'i
0

C

I
.D

i
Cl

I

i
i,;

L£G£ND:
-Ir	UN£ BR£AK
4 CEH'IRAL ANGLE
AC ACRES
CB CHORD BEARING
at	a-lalD LENGTH
F.D.E:.P. FLORIOA DEPM111ENT Of ENWfONIIENTAL l'R01ECTICYI
L  LENGTH
118 tlAP BOOK
OR8 OFFlaAL RECORDS BOOK PC POINT Of CURVA1VRE'

PCC POINT Of COIIPOUHD CIJRVA1IJff£ PG(S) PA S)
PB Pl.AT BOOK
PRC POINT OF RE't£RS£ aJRVA1URE PT POINT OF TANGENCY
PNT POINT OF NOH-TANGO/CY
R RADIUS
R/tl RIGHT OF WAY
SEC  SECTION-101WSHIP-RANGE
o CHANGE IN D/RCCTION

.,;

...
(
J
!I SUR\'EY NOTES;

lAXERIJ	

c IRLO BRONSON MEMORIALIH	WY (HWY 441)

	
t	
NOLTE RD	; Eo

Al.L/GATDR	

VICINITY MAP
NOT TO SCALE

-ij 1.	BEARINGS SHOWN HEREON AR£ ASSUMED ANO BASED ON TH£

...	SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP
26 SOUTH, RANGE J1 EAST, AS BEING S89"4J'11•£
2. LANDS	SHOWN	HEREON	WERE	NOT	ABSTRACTED	FOR RIGHTS-OF-WAY.		EASEMENTS,	OWNERSHIP,	AOJO/NERS  OR

'
Ud.
WIWAM 0. DONLEY

DATE

0 THER INSTRUMENTS OF RECORD.

0

I

fl J. THIS SKETCH MEETS THE APPLICABLE ·srANDARDS OF PRACTICE• AS SET FORTH BY THE Fl.ORIOA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J17.050-.052, Fl.ORIOA ADMINISTRATIVE CODE.

PROFESSIONAL SURVEYOR &'MAPPER LICENSE NUMBER LS 5J81
NOT VALJO IWTHOU, THE: SIGNA1UR€ ANO THE ORIGINAL RAISED SFAI. OF A FLORIDA UCENSED S'JRVFtrJR AND 1,/AE'PER

4. THIS IS NOT A BOUNDARY SURVEY.

SHEET 1 OF J

{SEE SHEET 2 FOR OESCRIP110N OF SKrn:H}

i

i,

SKETCH OF DESCRIPTION	De111rberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION NO.LB 8011	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/07/18	PRo.t 50075546
REV DATE:	DRAWN Br. lfS
SC41£-N/A	Q-1£CKED Br. TPT	
-OF-			
PHASE 2C POND /2			

SECTKN 11, 1DIINSHP 21 SO/TH. RANCE .1' EAST			

OSCEOI.A COUNTY	FLOR/DA			

IL	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

j
l'
(
!
!

(")
LEGAL DESCRIPTION:
A PORTION OF SECTION 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4	OF SAID SECTION 77,· THENCE 589'43'17"£ ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1321. 12 FEET TO THE SOUTHEAST		CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17;		THENCE Noo·10·22"E ALONG THE WEST LINE OF THE SOUTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1319.16 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4 OF SAID SECTION 17,·	THENCE 589'4015811£ ALONG THE SOUTH LINE OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1208.50 FEET TO A POINT ON A NON-TANGENT
,; CURVE, CONCA VE WESTERLY, HAV/NG A RADIUS OF 616.77 FEET, A CENTRAL ANGLE OF 27'06'36': A CHORD
E  BEARING OF N21'09'28"W AND A CHORD DISTANCE OF 289.11 FEET,· SAID POINT ALSO BEING THE POINT OF
8  BEGINNING;	THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 291.83 FEET TO THE
,;; POINT OF REVERSE CURVA TUR£ OF A CURVE CONCAVE SOUTHEASTERLY, HA V/NG A RADIUS OF 30.00 FEET,
"ii'i A CENTRAL ANGLE OF 755·70'27•: A CHORD BEARING OF N42'52'28"E AND A CHORD DISTANCE OF 58.60
::: FEET,· THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 81.25 FEET TO THE POINT OF TANGENCY;	THENCE S59'32'19"E, A DISTANCE OF 196.38 FEET TO THE POINT OF CURVA TUR£ OF A

l

"' CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1085.00 FEET, A CENTRAL ANGLE OF 08'39'54': A
CHORD BEARING OF 563'52'76"£ AND A CHORD DISTANCE OF 163.93 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 164.09 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE
(	CONCAVE WESTERLY, HAV/NG A RADIUS OF 50.00 FEET, A CENTRAL	ANGLE OF 138'36'37':	A CHORD
:r BEARING OF S01'06'06"W AND A CHORD DISTANCE OF 93.55 FEET,· THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 120.96 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCAVE
t SOUTHEASTERLY, HAVING A RADIUS OF 457.00 FEET, A CENTRAL ANGLE OF 26'42'29': A CHORD BEARING
OF S57'03'09"W AND A CHORD DISTANCE OF 211.10 FEET,· THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 213.03 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCA VE

:

NORTHERLY, HAVING A RADIUS OF 40.00 FEET, A CENTRAL ANGLE OF 132'391371	A CHORD BEARING OF
Q N69'58'17"W AND A CHORD DISTANCE OF 73.27 FEET,· THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 92.61 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 616.77 FEET, A CENTRAL ANGLE OF 03·57'41•: A CHORD BEARING OF N05'37'19"W AND A CHORD DISTANCE OF 42.64 FEET,· THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE
-; OF 42.64 FEET TO THE END OF SAID CURVE AND THE POINT OF BEGINNING.
i	CONTAINING: 72,633 SQUARE FEET OR 1.667 ACRES.
:a

"	SHEET 2 OF 3

(SE£ SH£ET 1 Fa? l£GEND) (SEE SHEET J FOR SKUCH OF DESCRIPTION)

j	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
0

.0".,

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND /2	Dewberry
131 WEST KALEY STREET	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DAT£: 12/07/18	PROJ: 50075546
REV DATE:	DRAWN BY: WS
SCALE: N/A	CHECKED BY: TPT	
	ORLANDO, FLORIDA 32806		
SECTION 77, TD'MiSHIP 26 SOUTH, RANG£ :JI EAST	PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION No. LB 8011		
OSCEOLA COUNTY	FLORIDA			

J

C

i

E

C> C>

0"

_";.

g

-•=

"'
0

CURVE TABLE

CURVE	LENGTH	RADIUS	DELTA	CHORD	BEARING	
Cl	81.25'	J0.00	t557o'2r	58.60'	N42"52'28•£	
C2	120.96'	50.00	1JB"J6'J7"	9J.55'	SOITJ6'06"W	
CJ	92.61'	40.00	1J2"J9'Jr	7J.27'	N69"58'1rw	
C4	42.64'	616.77	OJ"57'41"	42.64'	N05"J7'19 •w	

C

0
f=:i
0	50	100

]

0	I	I	I
0;	1 INCH - 100 FEET

E
..Q..

NE CORNER OF THE W 1/2	OF THE SW 1/O4F SECTION 17-26-31

NOT PLATTED
(

<kl:!'=-':":)­
I
i1:.Su"-<o
VJ"-
lcJ \.J
3; r::::
-..J  <..i
L.J

<'.' ,,6.
If>-	On,
'-=-'oe	,;;,
Cl  Oa.:,; Oo,
lr-:::-,s6J':sr_.9S-¢,,

0
,;;
"'

0

.u.
..,

c:

;;

Q.

"

<o

-

7

C'J

-<::
g
<..i

\

n"	"

":t:. z.	c.s.
\\ ":i_0	'o:>
t-:) 0	O' -1  vl
SW CORNER OF	\0.  v°i -1.. •
THE NE 1/4 OF	•_.	O'\
THE SW 1/4	-.
SECTION 17-26-31
S LINE OF THE NE 1/4 OF
THE SW 1/4 OF SECTION 17-26-31

POND #2 CONTAINS 1.667 ACRES ±

.C',,s, ,	)'p
'-=,6J-	t.,J <.-
·.9J-,

l

.°.I',
C 0
a.,
j

ic:.s...
:l;c,:J-
::::;	<o
IJ)
oi

 '58''£  1208.50' 	

153	;,		

•=--

?,\J• 00 ,,
\!'	1- ,i9	,,
i	o· i ,,o.,9o,

"'

(.)

T

G)

ill

rs£

ii POINT OF

:2	NOT PLATTED

tfi fJ1·0
ce	i

Q.  COMMENCEMEN

S LINE OF THE SW
1/4 or SEC
{1B7A-S2I6S-3O1F BEARIN

SE CORNER OF THE W 1/2	OF THE SW 1/4 OF SECTION 17-26-31

S LINE or TH[ 5£ 1/4 OF TH[ SE CORNER or THE SW 1/4 OF 1/4 OF SEC 17-26-31	SECTION 17-26-31

s89'43'11"£ 1121.12·	T J	OF J
S89'4J'11''£ 1321.12	SHEE

(5££ SH£ET 1 FOR L£<;£NO)
(Sc£ SHEET 2 F'OR OE:SCRfPTION OF SK£T'CH}

f'
;:-

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND #2	De1111berry
131 WEST KALEY STREET	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC	
	ORLANDO, FLORIDA 32806		
SECTION I1, T'O'MISHIP 26 SOUTH, RANCE JI €AST	PHONE: 321.354.9826 FAX:407.648.9104
WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	
OAT£: 12/07/18	PROJ: 50075546
REV OAT£:	ORAM--/ BY: WS	
					
				SCALE: 1' "" 100'	CHECKED BY: TPT	
OSCEOLA	COUNTY	FLORIDA				

1g5

a

7
0
I0
]
l:
Cg
i"'
0

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

C

i

I

.D

..

,ii

ij

E IRLO BRONSON MEMORIALIHWY (HWY 441)

t

Q

NOLTE RD
;	Iii	i	2A-

i

),,..

§

LEGEND:
-'t- UH£ 8R£AK
j  CENJRAL ANGt.£
AC  ACRES
CS CHQliD B£ARING CH CHORD LENGTH
F.D.£.P. FLORIDA DEPARTMENT OF
£N';fRONl,fENTAL PROJECTION
L  LENGTH
lrlB /IAP BOOK
ORB OFflaAL RECORDS BOOK PC POINT OF MVA1VRE
PCC POINT OF caJPOIJND CURVA1URE
PC(S} PAGE(S)
PS Pf.AT BOC/IC
PRC POINT OF REVERSE CURVAnM PT POINT or TANGENCY
PNT POINT OF NCII-TANCENCY R RADIUS
R/(( RIGHT or WAY

I LEGAL QFSCRIPHON:

SEC SECTION-TDfWSHIP-RANCE
o CHANGE. IN D/11£C110N

A PORTION OF HICKORY TREE ROAD IA VARIABLE WIDTH PUBUC RIGHT OF WAY) LYING IN SECTIONS 17, 18, 19, AND 20, TOWNSHIP
i 26 SOUTH, RANGE 31 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
' COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 17; THENCE S89'4J'WE ALONG THE SOUTH UN£
;i OF THE SOUTHWEST 1/4 OF SAID SECTION 17, A DISTANCE of 90.00 FEET TO A POINT ON THE EAST RIGHT OF WAY UN£ OF SAID
i;i HICKORY TREE ROAD '/RIGHT OF WAY WIDTH VARIES) PER OfflCIAL RECORDS BOOK 1918, PAGE 2958 OF THE PUBUC RECORDS OF OSCEOLA COUNTY, FLORIDA: SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE S00"27'16•w ALONG SAID EAST RIGHT OF l::IWAY UNE, A DISTANCE OF JJO.BJ FEET: THENCE DEPARTING SAID EAST RIGHT OF WAY UN£, RUN NB9'J5'4s·w. A DISTANCE OF

C

89.74 FEET TO A POINT ON THE Kf'ST UN£ OF THE NORTHKf'ST 1/4 OF SAID SECTION 20; THENCE N89'J5'45•w, A DISTANCE OF
,w.ooFEET TO A POINT ON THE K£ST RIGHT OF WAY UNE OF SAID HICKORY TREE ROAD (RIGHT OF WAY WIDTH VARIES); THENCE
!LONG SAID WEST RIGHT OF WAY UNE THE FOLLOWING TWO 2) COURSES ANO DISTANCES: N00"24'J4•£, A DISTANCE OF JJ0.61

I

,f'EET; THENCE N007J'ss·£, A DISTANCE OF 2276.45 FEET: TH&cE DEPARTING SAID Kf'ST RIGHT OF WAY UN£, RUN 589'52'44·£, A DISTANCE OF 20.00 FEET TO A POINT ON THE K£ST UNE OF THE SOUTHWEST 1/4	OF SAID SECTION 17: THENCE CONTINUE

j

S89'52'44•£, A DISTANCE OF BO.OD FEET TO A POINT ON THE EAST RIGHT OF WAY UNE OF SAID HICKORY TREE ROAD PER OFFICIAL
RECORDS BOOK 1918, PAGE 2958; THENCE ALONG SAID EAST RIGHT OF WAY UN£ THE FOI..LOMNG THREE (J)	COURSES AND
; DISTANCES: soo13'55•m, A DISTANCE OF 1010.JO FEET;.. THENCE S89'46'J7.£, A DISTANCE OF 10.00 FEET; THEN'ct S007.J'55•w, A
1i DISTANCE OF 1266.45 ru.T TO THE POINT OF BEGINNINi,.
CONTAINING: 276,660 SQUARE FEET OR 6.351 ACRES.
SUR\,f"Y NOTES,·
BEARINGS SHOWN HEREON ARE ASSUMED ANO BASED ON THE

I  SOUTH UN£ OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP
f.   26 SOUTH, RANGE 31 EAST, AS BEING S89'4J't1•E.

t

1 2. LANDS SHOWN HEREON Kf'RE NOT ABSTRACTED FOR RIGHTS-OF-WA EASEMENf§... OWNERSHIP, AD.JOINERS OR OTHER INSTRUMt.NTS OF RECIR(D.

a/,,_&,:	12.)6/-ut
WILUAM 0. OONLE	.-		DATE
PROFESSIONAL SURVEYOR ct MAPPER LICENSE NUM8£R LS 5381
NOT VAUD WfTfiOUT TH£ SIGNATURE ANO THE ORIGINAL RAISCD SE'AL OF A

•

IFD-
"\
I

J. THIS SKETCH MEETS THE APPUCABLE ·srANDARDS OF PRACTlCE• AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL  SURVEYORS  AND  MAPPERS  IN  RULE
5J17.050-.052, FLORIDA ADMINISTRATIVE COO£

FLORIDA UCENSEJJ SIJRl£'/rJR AND MAPPER

fl 4.

THIS IS NOT A BOUNDARY SURVEY.

SHEET 1 OF 2	(SEE SHEU 2 Fal SKETr:H OF tJESCR/PTION)

SKETCH OF DESCRIPTION
-OF-
HICKORY TR££ ROAD R/W	Dewberry	
PREPARED FOR:

NARCOOSS££ LAND VENTURES, LLC

DATE: 12/11/tB	PRO.l 50075546
OA1E:	ORAtW B ltS'
SCALE: N/A	QIEQ(ED B  'TPT
1	
	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
£1KltS 17. 14 ti, AMJ n TO	26 SOUTH.
RANCE.J1 EAST'	PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION NO. LB 8011		
OSCEOLA COUNTY	FLORIDA			

f'

1

l:

i
3'1

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

(
!!
f

MATCH UN£ - SH££T •A•

C

HICKORY TREE RD R/W
..	CONTAINS 6.J51 ACRtS ±
10
r:ic:,'
<=<o

rt

I
..	I.:)
I	I	10 L-5 Cl..

l	-S89°52'44 nE	80, 00'

kJ  .	)..

(()
(()

)..'-C
'-"'1-

S89-S2'44"E	20.00'

1I.C)13!::":(

"')	_lf)

QC)	§

-	")	1-..
0

<::

0	C)	V)	Cl::
;	C
>'	Q::

C-..,::::,!:tl
-	LCS,-;..:.._
:it:
-.J
t;;
..... J L-5
"')
:-0-

lt) 7

-	HICKORY TREE RD

I

CONTAINS 6.J51 ACR S ±

'-C)'	j=::j

h	D-

,:;so...

I

CS'°

D
E	J.u E

C)
cc'

PROPOSED TWIN LAKES PHASES 2A-2B

Lu c:o

-

i!:

c--,
r-!_

V')C:..:,

0	100	200

"'
"0'
N

.u.

""
0

.N .

a:
I:!:§
Qt::

G
:i:

vi'-?

"

i....- Cl<:
2
:::;

I :::;
;,.. c--,

-
1-.. 0)
::i:-

Q:

1..::)Cl::l
Cl::
Lu

PB-JPG_ NOT PLATTED

SE CORNER OF THE W 1/2

OF TH£ SW 1/4 OF SECTION 17-26-31

..

Q

Q::
J.u "
t,;::§

i....-

µ

c::i<: 1.ug
(J

I	-
::,!:ti
iC.::.,--..:.._

-.J
1-..
lt)
,:;s

I	l
I /Na/ '• 200 FEIT

V)

:!

V,

,,_I.
:";;'.

(

kl

-

").

0,	.

:-t-i:s
l)l
I

S LINE OF THE SW
1/4 or SEC
17-26-31

Q:: I.C)
C)

C)

s
'lf)
_lf)
")

PROPOSED TWIN LAKES

cc'

PHASES 2A-2B PB-JPG_ NOT PLATTED
-lf)
-.J0)
:,..c--,
c:..:,

..

..	18

I ., -. I

{	(BASIS or B[AR/NG)
 f	589' 3'11'11321.12'

c::,
5l

Cl..

,=

-		

-"

19	POINT OF

1-.. 0,
::i:-

a:&?

I..:)

.!,!
7
.:
ii
i
reI

N

<I
.,
&"

}'J
..	(()
-

1 7-
:3.:1::,:

;:

..
"'	c::i
C)	t,rj

COMMENCEMENT
SW CORNER OF THE SW 1/4
or SEC 17-26-31
LOT 8 (PB B, PG 26)
PROPOSED TWIN LAKES PHASES 2A-2B

N LINE OF THE NW 1/4 OF SEC
20-26-31

:it:

1.ue.
_J

S89'46'37 10.00'

11E

-"

...,
.3
!

<C)!: t,rj)111• I I	II,	-

PB-JPG_
---NOT-PL-ATT-ED---

11

t	..
10
;:"J
"') (a

g

/...
..,
I
ii

:,

:ii
'<h.

Nf.9"J5'45 W 89. 74' N89"35'45w	LOT 9 (PB B, PG 26) 20.0f),'

:--- (()

--·- ----

-

oC)- c-..,
C(>
SHEET 2 OF 2	MATCH LIN£ - SHEET •A•

t'
;:-

!

SKETCH OF DESCRIPTION
-OF-
HICKORY TREE ROAD R/W	Dewberry	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

OAT£: 12/11/18	PROJ: 50075546
DATE: REV:	DRAWN BY: MS
SCALE: 1•-200•	al£Cl<ED BY: TPT	
	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
SECTIONS 17. 18. 19, AND 2a TD'MiSHIP 26 SOUTH,
RANCE .JI EAST	PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION No. LB 8011		
OSCEOLA COUNTY	FLORIDA			

0

.0.,

I

j

<

J,

,

"C '
"i
5

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

BILL OF SALE

KNOW ALL MEN BY THESE PRESENTS, that Narcoossee Land Ventures, LLC, a Florida limited liability company, whose address for purposes hereof is 370 CenterPointe Circle, Suite 1136, Altamonte Springs, Florida 32701 ("Seller"), and in consideration of the sum of Ten Dollars ($10.00) and other valuable consideration, to it paid by the Live Oak Lake Community Development District, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes ("District") whose address is 313 Campus Street, Celebration , Florida 34747, the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered, and by these presents does grant, bargain, sell, transfer, and deliver unto the District, its successors and assigns, the following described property, assets and rights, to-wit:
All Stormwater Management Facilities including ponds, lakes, wetlands together with master drainage pipes, structures, inlets, manholes, mitered end sections, headwalls and control structures between said ponds in and for the development of Twin Lakes Phase 2A and 2B, all located on portions of the real property described in the legal description attached hereto as Attachment A-1.

The sketch and legals in Attachment A-2 describe areas that include portions of the master system outside of the Platted Boundary. They include control structures and outfall piping for the wetland, control structures and outfall piping from the development ponds to the existing ditch, and ponds that benefit the future phases of the Twin Lakes development.

All being more particularly described in the highlighted portions of that certain As-Built Survey of Twin Lakes Phase 2A & 2B dated November 9, 2018, prepared by Johnny A. Brown, PSM.

TO HAVE AND TO HOLD all of the foregoing unto the District, its successors and assigns, for its own use forever, free and clear and discharged of and from any and all obligations, claims or liens.
AND the Seller does hereby covenant to and with the District, its successors and assigns, that they are the lawful owners of the above-described personal property and assets; that said personal property and assets are free from all liens and encumbrances; that Seller has good right to sell said personal property and assets; that all contractors, subcontractors and material men furnishing labor or materials relative to the construction of the personal property and assets have been paid in full; and that Seller will warrant and defend the sale of its said personal property and

assets hereby made, unto the District, its successors and assigns, against the lawful claims and demands of all persons whosoever.
[signature contained on following page]

IN w_wess WHEREOF, the Seller has caused this instrument to be executed in its name thisli_day of		. 2018.

Signed, sealed and delivered in the presence of:

NARCOOSSEE LAND VENTURES, LLC,
a Florida limited liability company

1 $	

STATE OF
COUNTYOF	c,l.u

B	
Print Name:	uwmnce B. Pitt
Print Title:	Vim President and General Counsel

I hereby certify that on this day, before me, af\.. '\le'!uly authorized to take acknowledgments, personally appeared	L8W1'8nCe lj, fs1' v.£_,1(;uwfi; f
Narcoossee Land Ventures, LLC, a Florida limited liability company, on behalf of the company, who executed the foregoing instrument, acknowledged before me that he executed the same on behalf of the foregoing entity and was identified in the manner indicated below.

atw.JMfbP.JZo,.uD

Witness my hand and official seal thisJ.9!=. ay of		, 2018.

Notary Public

,,•• i• ••,,,

f
.
\

MEREDITH GIBSON ZORNEK
'\	Notary Public - State of Florida

-	Commission# GG 45081
/ My Comm. Expires Nov 6, 2020
'•,,Nf,f, ,••'	Bonded through National Notary Assn.

Personally known:_ /			_ Produced Identification:				_ Type of Identification:		 _

0	ATTACHMENT A-1
TRACTS R-8, OS-24, OS-26, OS-27, SW-10, SW-14, AND SW-15, AS SHOWN ON THE
PLAT KNOWN AS TWIN LAKES PHASE 2A AND 2B, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 27, PAGES 121 THROUGH 126.
ALSO INCLUDING

THE REAL PROPERTY DESCRIBED IN THE LEGAL DESCRIPTION ATTACHED HERETO AS ATTACHMENT A-2.

ATTACHMENT A-2

C	4

LEGEND:
-	UN[ BR[AK

c-

'1 CENfflAL ANGLE AC ACR[S
CB a/ORO BcARJNG CH CHORD LENGTH
F.D.f.P. Fl.OR/DA DfPARTl,/E'NT OF
E'N'tfRDNME'NTAL PROTECTION L LENGTH
MB MAP BOOK
ORB OFFICIAL RE:CORDS BOOK PC POINT OF CURVATUR[

0
15

PCC POINT OF COMPOUND CURVATUR[ PG(S) PAG[(S)
PB PLAT BOOK
PRC POINT OF Rf'iFRSE CURVATUR£ PT POINT OF TANGENCY
PNT POINT OF NON-TANGfNCY R RADIUS
R/W RIGHT OF WAY
SEC SfCTION-TO'MISHIP-RANGf
o a/ANG[ IN 0/R[CTION

 [
E IRLO BRONSON MEMORIALIHWY {HWY 441)

s

E
...
"'
"0'
"'
u
V
0

V

§

!

I ! 'ULL

LIV[ OAK LAKE

,.!.
w

NOLTE RD

RD	PRCJPOSED
/	Tl+fN LAKES
I	/	PHASE 2A-28

ti
z<
<a:
0
\w

,._

:i':
§

:t:I ,GSITE

AWGATOR
I.AKE RD

!GATOR LAKE

0

0

..

a
I
ii

SURVEY NOTES:

VICINITY MAP
NOT TO SCALE

rel 1.

V
ft

BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECnON 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST. AS BEING S89"43'11"E.

2.  LANDS	SHOWN	HEREON	WERE	NOT	ABSTRACTED	FOR		

V

ft	RIGHTS-OF-WAY,	EASEMENTS,	OWNERSHIP,	ADJOINERS	OR
.3	OTHER INSTRUMENTS OF RECORD.

WILLIAM D. DONLEY
PROFESSIONAL SURVEYOR & MAPPER

DATE

! 3. THIS	SKETCH	MEETS	THE	APPLICABLE	#STANDARDS	OF PRACTICC AS SET FORTH BY THE FLORIDA BOARD OF

i

, ...		PROFESSIONAL	SURVEYORS	AND	MAPPERS	IN	RULE 5J17.050-.052, FLORIDA ADMINISTRA nVE CODE.

LICENSE NUMBER LS 5381
NOT VALID WITHOUT TH£ SIGNATURE ANO TH£ ORIGINAL RAIS£0 S£AL OF A FLORIDA L/C[NS[O SURVE:YOR ANO MAPPER

SKETCH OF DESCRIPTION
-OF-
POND /15 DRAINAGE EASEMENT	, De1111berry
131 WEST KALEY STREET	
PREPARED FOR:

NARCOOSSEE LAND VENTURE LLC	
	ORLANDO, FLORIDA 32806		
SECTIONS I7 ANO ,ffl TD'MiSHIP 26 SOUTII, RANCE .JI £AST	PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No. LB 8011	

DATE:: 12/11/18	PROJ: 50075546
DATE RfV:	DRA'ltN BY: WS	

<. 4. THIS IS NOT A BOUNDARY SURVEY.	SHEET 1 OF 4	(5££ SHffT 2 FTJR DESCRIPTION OF SKETCH)
;i;-	SKETCH OF DESCRIPTION ONLY.	THIS 15 NOT A SURVEY.

.

(

LEGAL DESCRIPTION;_
PARCEL A
A PORTION OF SECTIONS 17 AND 20, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ci
"
;	BEGINNING AT THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17;
_,.	 THENCE N89'43'11"W ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE E	OF 24.74 FEET,· THENCE DEPARTING SAID SOUTH LINE RUN, SOO"OO'OO"E,	A DISTANCE OF 99.42 FEET,· '.':	 THENCE N89.34'36"W,	A DISTANCE OF 25.00 FEET,·	THENCE Noo·oo'oo"E, A DISTANCE OF 118.36 FEET; "'	 THENCE N66'JO'OO"W, A DISTANCE OF 127.14 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 676.00 FEET, A CENTRAL ANGLE OF 04'36'37': A CHORD BEARING OF
..:	N84.59'11"£ AND A CHORD DISTANCE OF 54.38 FEET,· THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 54.39 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCAVE NORTHERLY,
0	HAVING A RADIUS OF 124.00 FEET, A CENTRAL ANGLE OF 10'39'12•: A CHORD BEARING OF N81'57'53"E "' AND A CHORD DISTANCE OF 23.02 FEET,· THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE "i OF 23.06 FEET TO THE END OF SAID CURVE,· THENCE S66'JO'OO"E, A DISTANCE OF 55.81 FEET,· THENCE f N9o·oo·oo"E, A DISTANCE OF 45.76 FEET,· THENCE SOO"OO'OO"E, A DISTANCE OF 55.70 FEET TO A POINT
i	ON THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17; THENCE	Ns9·43•11"w ALONG SAID
'.:'.	SOUTH LINE OF THE SOUTHWEST 1/4	OF SECTION 17, A DISTANCE OF 7.59 FEET TO THE POINT OF
ti	BEGINNING.
<
:'5
,_ CONTAINING: 8913.24 SQUARE FEET OR 0.205 ACRES.
I'
TOGETHER WITH
n

PARCEL B

0

',	A PORTION OF SECTIONS 17 AND 20

;;

ii	BEING MORE PARTICULARLY DESCRIBEi
ii

TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, AS FOLLOWS:

1

, COMMENCE AT THE SOUTHEAST CORNER OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 17,· THENCE S89.43'77''£ ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 17, A DISTANCE
:  OF 373.89 FEET TO THE POINT OF BEGINNING; THENCE S70'24'29 'W, A DISTANCE OF 41.27 FEET TO A
i POINT ON A NON-TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 676.00 FEET, A CENTRAL ANGLE OF 19·45'20•: A CHORD BEARING OF N70'24'29"E AND A CHORD DISTANCE OF 231.93 FEET,· THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 233.08 FEET TO THE END
J  OF SAID CURVE,· THENCE s10·24'29"W, A DISTANCE OF 190.66 FEET TO THE POINT OF BEGINNING.

8

."..,'
ii
:ii

CONTAINING: 1,552 SQUARE FEET OR 0.036 ACRES.
I

SKETCH OF DESCRIPTION
-OF-
POND #15	,_ Dewberry	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/11/18	PROJ: 50075546
DATE REV:	ORA Ml BY: WS	
DRAINAGE EASEMENT	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
ScCTIONS I7 ANO 20, TD'MISHIP 26 SOUTH, RANGE :SI £AST	PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION No. LB 8011		

SHEET 2 OF 4	(SEE SHEET J-4 FOR SKETCH OF D£:SCRtPnON) 
}	SKETCH OF DESCRIPTION ONLY.	THIS 15 NOT A SURVEY.
15
:¾g
a.

]

ci

J
!0
;!-
\
-"C '

0	15	JO
I	I	I
1 INCH z JO FE£T

PROPOSED TWIN LAKES PHASES 2A-2B PB  ,PG_
NOT PLATTED
/
/

I

PNT	- -	W LINE OF THE SE 1/4 OF---
C1	PRC	C2   -		THE SW 1/4  OF SECTION
8	U6•	17-26-31
'On_ -

I	4'66 '0"

PARCEL A

N9o·oo·oo''E
45.76'
'

NOT PLATTED

E
...
.",
0
N

NOT PLATTED

r

SW CORNER OF THE SW 1/4
OF SEC 17-26-31

Ooir

DRAINAGE EASEMENT CONTAINS 0.205 ACRES ±
POINT OF BEGINNING
(PARCEL A) SE CORNER OF THE

I.Ci
to
J.&J
0
p0

s LINE OF THE SW 1/4 OF SECTION 17-26-31
(BEARING OF BASIS} S89'4J'J1"E 1327. 12'

r		

LN	LIN_E_O_F_S-ECTION 20-26-JJ 	 _

'11	'

W 1/2 OF THE SW 1/4 OF SECTION 17-26-31

a

N89"43'11 "W 7.59'

"'I

--------'(_ UN[ --------

LOT 7	,_

-,--------

'

N89"43'f1"W	24. 74'
I
oi	I

1

:	LOT 7	!-LJ
THE SEMINOLE LAND & INVESTMENT	C)
fi1	COMPANY'S SUBDIVISION OF SECTION 20

0)	I
I	75
J.&J

!-	a

0P	0

I	TYMBER coVE
I	(PB 2, PGS 106-107)

, ,	0
I	CURVE  TABLE	I

p0	I

I

0	I

0

I

CURVE	I LENGTH	I RADIUS	DELTA	CHORD	BEARING	
CT	54.39'	676.00	04'36'37#	54.38'	N84'59'11»E	
C2	23.06'	124.00	10'39'12"	23.02'	NBT '57'53"E	

::
.c

I

11.
n

I

!

C

i

.3
I
."..,'	I

w

1i
'ii
'h
<"
t'
/
15
8

0

;;>

"

c
a.
a.
c

t

]
0

3-

C
-"C '
0

----	---• I 11	7	,	I
-	NB9 '34 36	25.po	rsrr SH«T 1 FOR L£G£NO}
SHEET J OF 4	(SEE SHEET 2 FDR DESCRIPTION OF SKETCH)

SKETCH OF DESCRIPTION		
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/11/18	PRO,/: 50075546
DATE R£V:	ORAYtN BY: WS
SCALE: 1"=JO"	CH£CK£D BY: TPT	
-OF-
POND /15	CJ  De-wherry		
DRAINAGE EASEMENT	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
SECTIONS 17 ANO TD'MiSHIP 26 SOUTH, RANGE .JI €AST	PHONE: 321.354.9826 FAX:407.648.9104
WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION No. LB 8011		
OSCEOLA COUNTY	FLORIDA			

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

(

1

0

.",'

...

0
N

0
...
V

,!.
w

l/

NOT PLATTED

SE CORNER OF THE W 1/2 OF THE SW 1/4 OF SECnON 17-26-31

a:
0
\w

_s;;
0

<z

0

	 s1° 	f UN£ OF THE SW 1/4 OF SEC 17-26-J/

S89'4J'll"E J7J.89'
POINT OF BEGINNING (PARC[L B)
	7

·24'29 ,,

o,
.i:i
ii

Sl0°2412911W  41.27'	lN LINE OF
LOT 7

,

<

N

I	LOT 7

0
Q.

V
_g

C

l

8

."..,'
:iia
i

THE SEMINOLE LAND & INVESTMENT COMPANY'S SUBDIVISION OF SECTION 20 (PB B, PGS 26)

SHEET 4 OF 4

(SEE SHEET 1 FOR l£GENO) (SEE SHffT 2 FDR 0£SCRIPTION OF SKETT:H)

SKETCH OF DESCRIPTION
-OF-
.	POND #15
DRAINAGE EASEMENT

.	SECTIONS 17 ANO ZO, TD'IINSHIP 26 SOUTH, RANGE JI £AST

IJ Dewberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011

PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

OATE: 12/11/18 OATE REV:

PRO.I: 50075546 DRAWN BY: WS

I	

0	20
I	I
1 INCH • 40	

FEIT	

 40
I		

PROPOSED TWIN LAKES PHASES 2A-28 PB PG_
NOT PLATTED

z33.o8'
o'
t,:::=:: 676.0	,,
R:::::: 9•45'20	''£
!:?1 70·24'29,
ca::::::N	,,31.93	

PARCEL 8 DRAINAGE EASEMENT
CONTAINS 1552 SQUARE FEET±

POINT OF
COMMENCEMENT	

j	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

•

-

LEGEND:
UN£ BREAK	PCC POINT OF COl,/POUND CURVATUR£
6 CEN11MI.. ANGI.£	POB POINT OF BEGINNING
AC ACRES	PG(S) PAGE(S)
CB CHORD BEARING	PB PLAT BOOK
CH CHORD LENGTH	PRC POINT OF R£'t£RS£ CURVATUR£ F.D.£P. FLORIDA D£PAR1M£NT OF		PT POINT OF TANGENCY
£N'f!RONM£NTAL PROTECTION	PNT POINT OF NON-TANGENCY L LENGTH		R RADIUS
1,/8 Ir/AP BOOK	R/W RIGHT OF WAY
ORB omaAL RECORDS BOOK	SEC SECTION-TO'ltNSHIP-RANGE: PC POINT Of CURVATUR£		0  CHANGE: IN DIRECTION

£ IRLO BRONSON MEMORIALIHWY (HWY 441)

0

.D

0"'
"'
"0'
"'

0

(

:
cli

e;	!

.

NOLTE RD

,._

:i::

'OSED
.AKES
!!51 /;	PHASE 2A-28
;	¾SITE
_0:i

ALLJCATa? LAKE RD

"'!
.i.,
C

1;;i

SURVEY NOTES:

VICINITY MAP
NOT TO SCALE

rl  1.

BEARINGS SHOWN HEREON ARE ASSUMED ANO BASED ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SEC710N 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, AS BEING S89"4J'11u£

2.  LANDS	SHOWN	HEREON	WERE	NOT	ABSTRACTED	FOR		

j
]j	J.

RIGHTS-OF-WAY, EASEMENTS,	OWNERSHIP,	AOJOINERS	OR OTHER INSTRUMENTS OF RECORD.
THIS	SKETCH	MEETS	THE	APPLICABLE	"STANDARDS	OF

WILLIAM D. DONLEY
PROFESSIONAL SURVEYOR &- MAPPER LICENSE NUMBER LS 5381

DATE

g
."..,'
]
:;;

PRAC71CC AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J17.050-.052, FLORIDA ADMINISTRATIVE COD£

NOT VALID WITHOUT TH£ SIGNATURE AND TH£ ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER

ii 4. THIS IS NOT A BOUNDARY SURVEY.

SHEET 1 OF .3	(SEE SHEIT 2 FDR SKETCH OF 0£SCR/P110N)

SKETCH OF DESCRIPTION
-Or-
PHASE 2C POND #1	' Dewberry
131 WEST KALEY STREET	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC	
	ORLANDO, FLORIDA 32806		
SECTION 77, TOM/SHIP 26 SOUTH, RANCE JI EAST	PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	
DAT£: 12/07/18	PF/OJ: 50075546
REV DAT£:	OF/A M-1 BY: W.S	

f'
;:,

.0.,
Cl.
a.
J­
o
]

0

1
:l
.3-
(
f
'"iC '

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

LEGAL DESCRIPTION:
A PORTION OF SECTION 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

A

COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4	OF SAID SECTION 17; THENCE S89°43'11''£ ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1321.12 FEET TO THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST	1/4	OF SAID SECTION 17,·	THENCE N00'10'22"E ALONG THE WEST LINE OF THE SOUTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1319.16 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4 OF SAID SECTION 17;	THENCE sa9·40'58''£ ALONG THE SOUTH LINE OF THE NORTHEAST 1/4	OF	fHE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 253.22 FEET TO A POINT ON A N6N-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 14·49'45•: A CHORD BEARING OF N0627'48"W AND A CHORD DISTANCE OF 12.90 FEET: SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE	DISTANCE OF 12.94 FEET TO THE POINT OF COMPOUND	CURVA TUR£ OF A CURVE CONCA VE EASTERLY, HAVING A RADIUS OF 493.10 FEET,	A
.,, CENTRAL ANGLE OF 22·05'52• A CHORD BEARING OF N12'00'00"E AND A CHORD DISTANCE OF 189.00 FEET;_ THENCE NORTHERLY	ALONG ,HE ARC OF SAID CURVE A DISTANCE OF 190.18 FEET TO THE POINT O,­
e REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1328.15 FEET, A CENTRAL
0	ANGLE OF OT07'31': A CHORD BEARING OF N19°29'11"E AND A CHORD DISTANCE OF 165.06 FEE£· THENCE
"' NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 165.17 FEET TO THE POINT Or REVERSE
5 CURVATURE OF A CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF

,

: 115°0610511  A CHORD BEARING OF N73°28'2B"E AND A CHORD DISTANCE OF 84.39 FEET,· THENCE EASTERLY
-;; ALONG THE ARC OF SAID CURVE A DISTANCE OF 100.44 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1208.30 FEET, A CENTRAL ANGLE OF 10°24'25': A
.. CHORD BEARING OF 554·10'42"E AND A CHORD DISTANCE OF 219.17 FEET,· THENCE SOUTHEASTERLY ALONG
:: THE ARC OF SAID CURVE A DISTANCE OF 219.47 FEET TO THE POINT OF TANGENC, · THENCE S5922'54"Ei
6i A DISTANCE OF 164.95 FEET TO THE POINT OF CURVATURE OF A CURVE CONCA Vt. WESTERLY, HAVING 11
(	-,AD/US OF 291.85 FEE£ A CENTRAL ANGLE OF 77'55'28': A CHORD BEARING OF S20°25'70"E AND A CHORD
\ J/STANCE OF 367.03 rEET,· THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 396.93 FEET TO THE POINT OF TANGENC ·, THENCE S18°32'34"W, A DISTANCE OF 47.03 FEET;_ THENCE S16'58'58" A DISTANCE OF 103.39 FEET TO THE POINT OF CURVA TUR£ OF A CURVE CONCAVE NvRTHWESTERL Y, HA VIN<
A RADIUS OF 50.00 FEET. A CENTRAL ANGLE OF 73·17'51': A CHORD BEARING OF S53"37'53"W AND A
i CHORD DISTANCE OF 59.69 FEET,· THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE

1

1 OF 63.96 FEET TO THE POINT OF TANGENCYi· THENCE N89°43'77"W, A DISTANCE OF 348.80 FEET TO THE POINT OF CURVATURE OF A CURVE CONC11VE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 12·04'47' , A CHORD BEARING OF N53"40'48"W AND A CHORD DISTANCE OF 58.83 FEET;_ THENCE NORTHWESTERLY ALOtvG THE ARC OF SAID CURVE A DISTANCE OF 62.90 FEET TO THE POINT Or TANGENCY,· THENCE N1T38'25"W, A DISTANCE OF 127.20 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 776.45 FEET, A CENTRAL ANGLE OF 15·07'49•: A CHORD BEARING OF N25.12'79"W AND A CHORD DISTANCE OF 204.44 FEET,· THENCE NORTHWESTERLY ALONG THE
-a ARC OF SAID CURVE A DISTANCE OF 205.04 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 18·53'32•: A CHORD
.! BEARING OF N23"19'27"W AND A CHORD DISTANCE OF 16.41 FEET;, THENCE NORTHWESTERLY ALONG THE
§ ARC OF SAID CURVE A DISTANCE OF 16.49 FEET TO THE POINT OF dEGINNING.
.,.I

'ib

CONTAINING: 338,295 SQUARE FEET OR 7.766 ACRES.

(SE£ SHFIT 1 FOR L£G£NO}

<	SHEET  2  OF  3	(SEE SHEET 1 FOR 0£5CR/PTION OF Sl<rn:H}

SKETCH OF DESCRIPTION	,_ Dewberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/07/18	PROJ: 50075546
REV OATE:	ORAWN BY: WS
SCALE: N/A	CHECKED BY: TPT	
-OF-			
PHASE 2C POND #1			

SEC"'JN 77, TO'MISHIP 26 SOI/Tl(, RANCE: JI EAST			

OSCEOLA COUNTY	FLORIDA			

j	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

.
:

.

CURVE TABLE	
CURVE	LENGTH	RADIUS	DELTA	CHORD	BEARING	

Cl	12.94'	50.00	14'49'46"	12.90'	N06'27'4B"W		
/ C2	190.18'	493.10	22-05'52"	189.00'	N12VO'OO"E			
CJ	165.17'	IJ28.15	07V7'JI"	165.06'	N19'29'11"£			
C4	100.#'	50.00	115'06'05"	84.39'	N7J'28'2B"E			
C5	219.47'	1208.JO	10'24'25"	219.17'	S5410'42"£			
C6	J96.9J'	291.85	77'55'28"	J67.0J'	S20'25'10"£			
C7	6J.96'	50.00	7J17'5t"	59.69'	55J:J7'5J"W			
CB	62.90'	50.00	72'04'47"	58.BJ'	N5J'40'48"W			
C9	205.04'	776.45	15-07'49"	204.#'	N2512'19"W			
CIO	16.49'	50.00	18'5J'J2"	16.41'	N2J·19•2rw			
							c4	

c:::

0

0	100	 200

i=:::i

NOT PLATTED	PCC	- 7
C2·

I	I	 !

I j }-22'	 /"/VI	I

:t

  589'40'58"£  t3

I

I

PROPOSED TWIN LAKES jf
PHASES 2A-28	/
0
a	TPL TED	I
I
I

1 INCH - 200 FEET
L
ss.9
.76',r <s,.,.

SW 1/4 Of

_J

\	C' I

S£CllON 17--26--JI
PRC

DETAIL '}1"
1" = JO'

0"'
,;;
"0'
"'

(
)
I._
i	j

S89'40'58"[

•A•

·.9s..	-

NOT PLATTED

---

r

S LINE OF THE N[ 1/4 OF OF THE SW 1/4 OF

C

i

i.w-
i!::7

a

(	L... (Q
Q.	--z"-
"i	v.,:u::
l	bj
a.I	f-C:: L.._
-li	L... a
:i	0

\	3.22'

r.:J

\	I POINT OF
\
\
\
\
5j \ N17'38'25"W 	
,f<J	\	127.20'
-	\

625.29'

POND /1 CONTAINS 7.76	ACRES ±

 PC	

I

SECnON 17-26-JI

---

S18"32134"W 47.03' S16'58'58"W
103.391

Lw "-
i	<:: -
J	::::;

c:::i

\

c::,

PT.
N89·43•11"w 348.80'

:	l/J	\
i POINT OF 1	\
i COMMENCEMENT I	\

NOT PLATTED

.s SWCORNER OF THE SW 1/4 OF SEC 17-26-31
g	S LIN[ OF THE SW 1/4

SE CORNER OF THE W 1/2 OF THE SW 1/4 OF SECTION 17-26-31

l..,.1

!OFS[C 17--26-3!	LIN[ OF THE SE 1/4 OF TH[	SE CORNER OF THE SW 1/4 OF
rsw 1/4 OF SEC 17 26-31SECTION 17-26-31
er	S89'43'11"[ 1321.12'
3	S89'43'11''£ 1321.12'	SHEET 3 OF 3

(SEE SHEET 1 FOR l£G£NO}
(SEE SHEET 2 FDR 0£SCR/Pll0N OF SXETCH)

j	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
0

;;;-

SKETCH OF DESCRIPTION	I Dewberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE:: 12/07/18	PROJ: 50075546
REV DATE::	DRAIW BY: WS
SCALE: 1" = 200'	CHECKED BY: TPT	
-OF-			
PHASE 2C POND #1			

SECllON I 7, TOVINSHIP 26 SOUTH, RANGE JI £:AST			

OSCEOLA COUNTY	FLORIDA			

8

.0.,

a

J

a.

]

!

0

a

t
§
\

-

"C'
0

(

C

...
,;,
"i5' "
C

::
Vi

c~

.•.,
oi
I

LEGEND:
-\t-- UN£ BR£AK
CENTRAL ANGL£ AC ACRfS
CB CHORD BEARING CH CHORD LENGTH
f.D.£.P. FLORIDA DEPARTl,/cNT OF
ENVIRONMENTAL PROTE:C1/0N L LENGTH
MB MAP BOOK
ORB OfflC/AL RfCORDS BOOK PC POINT OF CURVATUR£

SURVEY NOTES:

PCC POINT OF COMPOUND CURVATURE PG(S) PAGE(S)
PB  PUT BOOK
PRC POINT OF R£VfRS£ CURVATURE PT POINT OF TANGENCY
PNT POINT OF NON-TANGENCY
R  RADIUS
R/W RIGHT OF WAY
SEC SEC1/0N-TDltNSH/P-RANGE
o CHANGE IN DIR£C1/0N

E IRLO BRONSON MEMORIAL !HWY {HWY 441)

t
BULL/
2J	RD	PROPOSED
1-----	,'---'-'------!--.rl	/	T'MN LAKES
NOLTE RD	/	,;ASE 2A-28
}	V-SITE
,.._

§	All/GATOR
lAKERD
VICINITY MAP
NOT TO SCALE

l	1.	BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE

1

i:	SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP
lal	26 SOUTH, RANGE 31 EAST. AS BEING se9·43•11·E.

1

LANDS	SHOWN	HEREON	WERE	NOT	ABSTRACTED	FOR RIGHTS-OF-WAY,		EASEMENTS,	OWNERSHIP,	ADJOINERS		OR

.3

!	OTHER INSTRUMENTS OF RECORD.
-g	J.  THIS	SKETCH	MEETS	THE	APPLICABLE	·srANDARDS	OF

WILLIAM D. DONLEY
PROFESSIONAL SURVEYOR & MAPPER LICENSE NUMBER LS 5381

DATE

C

."..,'
j

'b

2i

PRACTICE" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE SJ17.05O-.O52, FLORIDA ADMINISTRATIVE CODE.

NOT VALID 'MTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER

<.	4. THIS IS NOT A BOUNDARY SURVEY.	SHEET 1 OF .3

(SEE SHffT 2 FDR DESCRIPTION OF SKITCH)

t'	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION
-OF-
PHASE 2C	I De-wherry	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/07/18	PROJ: 50075546
REV OAT£:	ORAM-I BY: WS
SCALE: N/A	CHECKED BY: TPT	
POND #2	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
SEC110N 17, TD'ftNSHIP 26 SOUTH, RANG£ JI <AST	PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION No. LB 8011		
OSCEOLA COUNTY	FLORIDA			

LEGAL DESCRIPTION:

A PORnON OF SECnON 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECnON 17; THENCE S89"43'11"E ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECnON 17, A DISTANCE OF 1321.12 FEET TO THE SOUTHEAST CORNER OF THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SAID SECTION 17; THENCE N00"10'22"E ALONG THE WEST LINE OF THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECnON 17, A DISTANCE OF 1319.16 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4
] OF SAID SECnON 77,· THENCE S89"40'58"E ALONG THE SOUTH LINE OF THE NORTHEAST 1/4  OF THE
; SOUTHWEST 1/4  OF SAID SECnON 17, A DISTANCE OF 1208.50 FEET TO A POINT ON A NON-TANGENT

1

:

D  CURVE, CONCA VE WESTERLY, HAVING A RADIUS OF 616. 77 FEET, A CENTRAL ANGLE OF 27"06136	A CHORD
E	BEARING OF N21"09'28"W AND A CHORD DISTANCE OF 289.11 FEET,· SAID POINT ALSO BEING THE POINT OF

..

8  BEGINNING;	THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 291.83 FEET TO THE
,;,; POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 30.00 FEET, A CENTRAL ANGLE OF 755·70'21•: A CHORD BEARING OF N42"52'28"E AND A CHORD DISTANCE OF 58.60
:: FEET,· THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 81.25 FEET TO THE POINT
OF TANGENCY;	THENCE S59"32'19''£, A DISTANCE OF 196.38 FEET TO THE POINT OF CURVATURE OF A
"' CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1085.00 FEET, A CENTRAL ANGLE OF 08"39'54': A
j CHORD BEARING OF S63"52'16"E AND A CHORD DISTANCE OF 163.93 FEET,· THENCE SOUTHEASTERLY ALONG
0 ~ THE ARC OF SAID CURVE A DISTANCE OF 164.09 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE
;ONCAVE WESTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL	ANGLE OF 138"36'37':	A CHORD BEARING OF S01"06'06"W AND A CHORD DISTANCE OF 93.55 FEET,· THENCE SOUTHERLY ALONG THE ARC OF
i  SAID CURVE A DISTANCE OF 120.96 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE
1 SOUTHEASTERLY, HAVING A RADIUS OF 457.00 FEET, A CENTRAL ANGLE OF 26"42'29': A CHORD BEARING
£1 OF S57"03'09"W AND A CHORD DISTANCE OF 211.10 FEET,· THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 213.0J FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCAVE
]	NORTHERLY, HAVING A RADIUS OF 40.00 FEET, A CENTRAL ANGLE OF 132·39'31•: A CHORD BEARING OF Q N69"58'17"W AND A CHORD DISTANCE OF 73.27 FEET,· THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 92.61 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 616.77 FEET, A CENTRAL ANGLE OF 03"57'41''. A CHORD BEARING OF N05"3711911W
AND A CHORD DISTANCE OF 42.64 FEET,· THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE
I OF 42.64 FEET TO THE END OF SAID CURVE AND THE POINT OF BEGINNING.
'.;,I
8
:, CONTAINING: 72,633 SQUARE FEET OR 1.667 ACRES.

SHEET 2 OF .3

i	(5££ SHEET 1 FOR LEGEND}

J

<	(SEE SHffT J FOR SKETCH OF oESCR1PnONJ
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
0

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND 12

SECTION 17, TO'MiSHIP 26 SOUTH, RANGE JI EAST	' De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURE LLC

DATE: 12/07/18	PROJ: 50075546
REV DATE:	ORA11N BY: WS
SCALE: N/A	CHECKED BY: TPT	
OSCEOLA COUNTY	FLORIDA			

8

0

?a

l

i

X

!a
;l,

£

"'

0

a

CURVE TABLE	
CURVE	LENGTH	RADIUS	DELTA	CHORD	BEARING	
Cl	81.25'	J0.00	15570'27.	5860'	N42'52'28•E	
C2	120.96'	50.00	IJB'J6'J7•	9J.55'	SOI'06'06•w	
CJ	92.61'	40.00	1J2'J9'J7"	73.27'	N69'58't rw	
C4	42.64'	616.77	OJ'57'4t•	42.64'	N05'J7'19•w	

(

E

..Q..
0
,;;
"0'

-

N

(

0

0	50	100
I	I	!
I INCH • 100 FEIT

NE CORNER OF THE W 1/2	OF THE SW 1/4 OF SECTION 17-26-31

NOT PLATTED

:xlr
\\	\\
9_-Z. <?l

,.. i....-
C) ")
I
l.ci-Z<o
2:-
I.;_:'!::"
C) l/) -
'-<iJ!l:..:J::
I....JJLo...bCJi

, .,.6.
-f> .,.a	0.9..
..'o8: Oo.. C'c; 6..J:s'.9:S ,,

CJ<..-

-C'..-y--=,,.6..J  )'..,c-
.9..,..

u
G
0
.,,

aj
")
2:7	('-I

\\  -	C) 9"I "a:>

<£

o -.1v-'
SW CORNER OF	\.O_	-...l_ -

POND #2 CONTAINS

le-i	<o
ii	L...	THE NE 1/4 OF	•_.	-:

1.667 ACRES ±

r	-	<:

-ozr--!.	N
Cl
'-<JC)	Cl

THE SW 1/4	_._	-:
SECTION 17-26-31
S LINE OF THE NE 1/4 OF

,"I,'

,

C Q
a. I

lrj CJ
l.J bi
2: I.,,._
t.._C::S
C)

<:	THE SW 1/4 OF SECTION 17-26-31 S89'40'58'Ll208.50'

l
753.10'  '	 ,,	
'},.\J· 00 ,,
\f'	tir'=>1• 'i9	,,

N

u

J POINT OF

:'!:: lf) :'!::- <o
oi

NOT PLATTED

l	u·tiri o9,
tfi  s1·0\\.,o
c	i

  COMMENCEMENT 
fSWCORNER OF THE SW 1/4
1F SEC 17-26-JI
S LINE OF THE SW

SE CORNER OF THE W 1/2 OF THE SW 1/4 OF SECTION 17-26-31

1/4 OF SEC		S LINE OF THE SE 1/4 OF THE SE CORNER OF THE SW 1/4 OF (1B7A-S2I6S-JO/F BEARING)	rs£	7/4	OF SEC 17-26-31	SECTION 17-26-31
sa9·43'11"E 1121.12·	OF J
S89'43'11"£ 1321.12'	SHEET J

{SEE SHEET 1 FOR L£G£NO) (SEE SHffT 2 FTJR 0£SCRIP710N Or SKETCH)

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

SKETCH OF DESCRIPTION	I  De1111berry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION NO. LB 8011	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE:: 12/07/18	PROJ: 50075546
REV DATE::	DRAMI BY: WS
SCALE: 1• • 100'	CHECKED BY: TPT	
-OF-			
PHASE 2C POND #2			

SECTION 17, rol+NSHIP 26 SOUTH, RANG£ JI EAST			

OSCEOLA COUNTY	FLORIDA			

DEWBERRY ENGINEERS INC.
CERTIFICATION TO LIVE OAK LAKE COMMUNITY DEVELOPMENT DISTRICT REGARDING PORTIONS OF TWIN LAKES PHASE 2A AND 2B
STORMWATER IMPROVEMENTS

e,.,

STATE OF FLORIDA COUNTY OF

BEFORE ME, the undersigned, personally appeared Danielle Van De Loo, P.E., of Dewberry Engineers Inc., who, after being first duly sworn, deposes and says:

I, Danielle Van De Loo, am a Professional Engineer registered in the State of Florida. I have reviewed certain documentation, including, but not limited to, permitted plans and specifications, as-builts and applicable permits. I, or my authorized agent, have conducted on-site observations of the Portions of Twin Lakes Phase 2A and 2B Stormwater Improvements (the "Improvements"), as described in Exhibit A.

I hereby certify to the Live Oak Lake Community Development District (the "District") the below listed matters:

I)	The Improvements have been completed in substantial compliance with the applicable permit requirements and in substantial accordance with the permitted plans and specifications.

The Improvements are free from obstruction and are functional for their intended purpose.

In my opinion, the acquisition amount of $2,418,589.62 (I) relates directly to the construction of certain improvements described in the Master Engineer's Report dated March 25, 2016, as supplemented by the First Supplemental Engineer's Report, dated August 17, 2016 (collectively, the "Engineer's Report"), as may be amended, for the Live Oak Lake Community Development District, (2) specifically benefits property within the boundaries of the District as described in the Engineer's Report, and (3) is fair a11_9 reasonable. Further, in my opinion, this amount does nQt exceed the value of the Improvements as installed.

FURTHER AFFlANT SAYETH NOT.
c7n-..,...,,-
Danielle Van De Loo, P.E., Dewberry Engineers Inc. Florida Registration No. 74676

The foregoing instrument was ac::knowledged and subscribed before me this I ay	orilenbx:' 2018, by Danielle Van De Loo, P.E., who is personally known\to pie.
 R@I
Name of officer taking acknowledgment

Commission Expires:

,-;, J.;;.::,,, AIMEE N. POWELL
iz.':,._li.,'%·:.•\Commission# GG 049812
\j	-i,iExplres December 28, 2019
· •,,Rr,ffl, •·• Sondld Tlru Tn,y Fainlns1111nCe B00-3'>7015

ATTACHMENT A-1:
LEGAL DESCRIPTION
TRACTS R-8, OS-24, OS-26, OS-27, SW-10, SW-14, AND SW-15, AS SHOWN ON THE PLAT KNOWN AS TWIN LAKES PHASE 2A AND 2B, RECORDED IN THE OFFICIAL RECORDS OF OSCEOLA COUNTY, FLORIDA AT PLAT BOOK 27, PAGES 121 THROUGH 126.
ALSO INCLUDING
THE REAL PROPERTY DESCRIBED IN THE LEGAL DESCRIPTION ATTACHED HERETO AS ATTACHMENT A-2

0

LEGEND:
-lt-- UN£ BR£AJ(
.1 aH'/RAI. ANCU
AC ACflES
C8 QIORD BEARING
CH QIORD LENGTH
F.OLP. Fla/lOA OEPARTIIEHT OF
ENMROMIENTAL PR01EC1/al L IING1H
118 IIAP BOOK
ORB fHICW. REr:ORDS BOOK
PC POIHT OF WRVA1lHIE

PCC POINT OF CCIIPOONO QIRVATUR£
PG(S) PAGE(S)
P9 Pl.AT BOOK
PRC POINTOFRr',£RSEaJRVA11JR£ PT POINT OF TANGENCY
PNT POINT OF NOH-TANGENCY R RADIUS
R/fl RIGHT OF WAY
SEC SEC11CJN-TOMHSHIP-RANG£
o CHANG£ IN OIREC7ION

i
I
II,

J

.a

N

s

.,
N

-

!
l
6i
.,!.
.i.i,i
Iii,

i
15
(
.i.,
f
9
:§

SURVEY NOTES:

28

£ IRLO BRONSON MEMORIALIHWY (HWY 441)

I i
i	
I i
i !	

T'MN LA
I	,,-	PHASE 2A-
;I	,--._SITE	
NOLTE RO
:
I).,,		
§	A/..lJCATOR
	I.AK£ RD		

VICINITY MAP
NOT TO SCALE

'·,•	t " r,	,

'  ·1	:_;

Ill
I
I
if.
I
:9
J

	BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE SOUTH UN£ OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 26 SOUTH. RANGE J1 EAST, AS BEING SB9'4J'W£
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY. EASEMENTS, OWNERSHIP, AOJOINERS OR OTHER INSTRUMENTS OF RECORD.
THIS	SKETCH	MEETS	THE	APPUCABLE	"STANDARDS	OF

•.''i .,.

WIWAM D. DONLEY .. ,,. PROFESSIONAL SURVEYOR LICENSE NUMBER LS 5381

"'-1	.... ., .....

I
tJ/8
DATE

,:I.D:
I

PRACTICE" AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN RULE 5J17.050-.052, FLORIDA ADMINISTRATIVE CODE.

NOT VALID IWTHOUT TH£ SIGl'{ATUR£ AND TH£ ORIGINAL RAISED 'SE'AL OF A FLORIDA UC£NS£0 SURVEYOR ,'.ND IIAPP£R

ll 4.

THIS IS NOT A BOUNDARY SURVEY.

SHEET 1 OF 4	(SEE SHEET 2 Fem DESaiJPTION OF SKrn:H)

1

;-

SKETCH OF DESCRIPTION	Dewberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104
WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION NO. LB 8011	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE:: 12/11/111	PROJ: 50075546
DA1f: REV:	ll'lAIW 8	HS
SCALE: N/A	OIECKED 8	TPT	
-OF-			
POND /15 DRAINAGE EASEMENT			

SECTIONS 11 AND	TD'IINSIW' 21 SOtl1H, RANG£ .JI EAST			

OSCEOLA COUNTY	FLORIDA			

:;;,

i

!I
l
cf
!

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

(_)

LEGAL DESCRIPTION:
PARCEL A
A PORTION OF SECTIONS 17 AND 2Q1-, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBEu AS FOLLOWS:

BEGINNING AT THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17;
.a	THENCE N89'43'77"W ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE
OF 24.74 FEET;	THENCE DEPARTING SAID SOUTH LINE RUN, soo·oo'oo"E, A DISTANCE OF 99.42 FEET,·
!	THENCE N89'34'36"W, A DISTANCE OF 25.00 FEET;	THENCE Noo·oo·oo"E, A DISTANCE OF 118.36 FEET; "'	THENCE N66'30'00"W, A DISTANCE OF 121.14 FEET TO A POINT ON A NON-TANGENT CURVE, CONCA VE SOUTHERLY, HAVING A RADIUS OF 676.00 FEET, A CENTRAL ANGLE OF 04'36'37': A CHORD BEARING OF
:::	N84'59'71"E AND A CHORD DISTANCE OF 54.38 FEET,· THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 54.39 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCAVE NORTHERLY,
0	HAVING A RADIUS OF 124.00 FEET, A CENTRAL ANGLE OF 10'39'12': A CHORD BEARING OF N81'57'5J"E
"'  AND A CHORD DISTANCE OF 23.02 FEET,· THENCE EASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE
: OF 23.06 FEET TO THE END OF SAID CURVE; THENCE S66'JO'OO"E, A DISTANCE OF 55.81 FEET,· THENCE N90'00'00"E, A DISTANCE OF 45.76 FEET,· THENCE soo·oo'oo"E, A DISTANCE OF 55.70 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 17,· THENCE  N89'43'11"W ALONG SAID
'.'.'. SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 17. A DISTANCE OF 7.59 FEET TO THE POINT OF BEGINNING.
z<

C.

;I	CONTAINING: 8913.24 SQUARE FEET OR 0.205 ACRES.
TOGETHER WITH
]

0

;;u

PARCEL B

5

A PORTION OF SECTIONS 17 AND 2Q1-, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBEu AS FOLLOWS:

!1  COMMENCE AT THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17,·
1	THENCE 589'43'11"£ ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE
OF 373.89 FEET TO THE POINT OF BEGINNING;	THENCE S70'24'29 'W, A DISTANCE OF 41.27 FEET TO A
i	POINT ON A NON-TANGENT CURVE, CONCA VE SOUTHEASTERLY, HAVING A RADIUS OF 676.00 FEET, A

!
.!:
,!

CENTRAL ANGLE OF 19'45'20': A CHORD BEARING OF N70'24'29"E AND A CHORD DISTANCE OF 231.93 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 233.08 FEET TO THE END OF SAID CURVE,· THENCE S70'24'29"W, A DISTANCE OF 190.66 FEET TO THE POINT OF BEGINNING.

/
...,
ji

:i;,
0

SKETCH OF DESCRIPTION
-OF-
POND /15 DRAINAGE EASEMENT
.SECTIONS 17 AND TOtw/SH/P 26 SOUTH. RAN<iE :St CAST	De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No.LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/11/18	PROJ: 50075546
DATE R£V:	DRAWN BY: WS	
OSCEOLA COUNTY	FLORIDA		SCALE: N/A	CHECKED BY: TPT	

8
;:,-
.;0.;,
a.

i

a.

0

f
J.
c'

•

."!: '
I!

CONTAINING: 1,552 SQUARE FEET OR 0.036 ACRES.
SHEET 2 OF 4	(SEE SHEU .J-4 FOR SKITCH OF DESCR/PnONJ I
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

0	15	 JO
I	!

'

1 INCH: JO FEET

PROPOSED TWIN LAKES PHASES 2A-2B
.PB PG_ NOT PLATTED
,/
,/

PNT	-- --	W LINE OF THE SE 1/4 OF---

C1	PRC	C2 	--	THE SW 1/4 OF SECTION

6·	17-26-31	I

0
0
I	4'66.:,,J"'II

1
l"'J,.. -

PARCEL A

N90"00'00nE
45.76'	..

NOT PLATTED

I;
...
;.;
"5'
N

NOT PLATTED

r		

SW CORNER OF THE SW 1/4
OF SEC 17-26-31

voo/1'

DRAINAGE EASEMENT CONTAINS 0.205 ACRES ±
POINT OF
BEGINNING
(PARCEL A)
SE CORNER OF THE

.t.1(0l.O ,
Ii)
lf)

IC')
to

:t
<:)
<:)
g

s LINE OF THE SW 1/4 OF SECTION 17-26-31
(BEARING OF BASIS)
---'S89'43'11"E  1321.1_2_' 
LN	LINE OF SECTION 20-26-31

c

- ----------,	-----------	----

11'	..

W 1/2 OF THE SW 1/4 OF SECTION 17-26-31

g
Ci)

N89"43'11 uW

-,--------
N89"43'11"W	24.74'

7.59'

I

\_N	LINE OF	1	I

I

LOT 7	._
w
:	LOT 7	!,i.J	0)	I

THE SEMINOLE LAND & INVESTMENT	C
COMPANY'S SUBDIVISION OF SECTION 20

k',J	I	15

a

I	a	C
i

<:)
<:)

I	TYMBER COVE
I	(PB 2. PCS 106-107)
I

a!	, <:)

CURVE I	LENGTH	I RADIUS	DELTA	CHORD	I BEARING	
CT	54.39'	676.00	04'J6'J7"	54.JB'	NB4'59'11"E	
C2	23.06'	124.00	10'J9'12n	23.02'	NB1'57'53"£	

I	CURVE TABLE	I	

m

.Q..
:9
C:
g

s:>
<:)	I
I
I
I
I

."..,'
ji

i

:iS

j'

SKETCH OF DESCRIPTION
-OF-
POND /15 DRAINAGE EASEMENT

SEC110NS 17 AND 20, TO'M/SH/P 26 SOUTH, RANG£ :St £.AST	I Dewberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION NO. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

OATc: 12/11/18	PROJ: 50075546
DATE: REV:	ORAWN BY: ltS	
OSCEOLA COUNTY	FLORIDA		SCALE: 1°-JO'	CHECKED BY: TPT	

l0

Q.

i

Q.

0

]

(

0

f
5'•"

I
---------- ---•7	I
- - - - -	N89"J4'36nW	25.,00'	(SEE SHEET 1 FOR LEGEND}
SHEET J OF 4	(SEE SHEET 2 FOR OESCR/PTTON Or Sl<£TCH)
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

c:

i=::i
0	20	40
I	!	I
1 INCH - 40 FEET

0
;;

•

PROPOSED TWIN LAKES PHASES 2A-2B PB ,PG_
NOT PLATTED

.,;

..
.,	z33.oao' '
\..::::: 576,0	"

..

0	R::::: 9•45'2.0 ''E
..	!f-1 7o·z4'Z9,

PARCEL B DRAINAGE EASEMENT
CONTAINS 1552 SQUARE FEET±

POINT OF

,.!.
w
"'

ce:::::N	z31.93
c
....-'.'.'."Pill
·z4'Z9 "

NOT PLATTED

COMMENCEMENT
SE CORNER OF THE W 1/2	OF THE SW 1/4 OF SECTION 17-26-31

z
<a:

C:

0

.w.

	 s1° 	LLINE OF THE SW 1/4 OF SEC 17-26-31

S89'4J'1/"E J7J.89'

POINT OF BEGINNING (PARCEL B)

0"
0
.l,
§
i

N

.k

a!
.N..,
i.,

.l,
.
..,

	7
S70'24'29"W	41.27'	lN LINE OF LOT 7

LOT 7

THE SEMINOLE LAND &- INVESTMENT COMPANY'S SUBDIVISION OF SECTION 20 (PB B, PGS 26)

:g	{S£E SHEET 1 FOR LEGEND)
SHEET 4 OF 4	(Sf£ SHEET 2 FDR DESCRIPTION OF SKET'CH)
j	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

1

SKETCH OF DESCRIPTION	De1111berry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE:: 12/11/18	PROJ: 50075546
DATE: REV:	DRAWN BY: 115'
SCALE: 1•-40•	CHECKED BY: TPT	
-OF-			
POND /15 DRAINAGE EASEMENT			

SECTIONS 17 AND	TDI//NSHIP 26 SOUTH, RANGE .JI E:AST			

OSCEOLA COUNTY	FLORIDA			

0

0

.0.,
a.
a.
i
t
(
g '
'"i'

0

C

1
...

..
!!I

l

LEGEND:
-'t- LIE BREN(
6 CEH1RAL ANQ.£
AC AalES
C8 CHalD BEARING CH CHCllD LENGTH
F.0.£.P. FLDRtDA DEPARTMENT OF EMfRONJIENTAL PR07Er:110N
L  LENGTH
118 IIAP BOOK
ORB OFRaAL RECMDS BOCK
PC POINT OF MVA 11111£

PCC POINT OF COIIPOUND ct.WVA1VR£ P08 POINT OF BEGINNING
PG(S) PA S)
PS PIATBOOK
PRC POINT OF RE\fRS£ CURVA1VR£ PT POINT OF TANGENCY
PNT POINT OF NON-TN«iENCY R RADIUS
R/W RIGHT OF WAY
SEC SEC1ION-10r.HSHIP-RANG£
o CHANG£ IN DIR£C110N

!
I SUR\'(Y NOTES:

VIC./1:J.lrt. M e.

E IRLO BRONSON	MEMORIALIH	WY (HWY 441)

t	
NOLTE RD	i!I
:,..I	,	/,/, PHASE 2A-28
,...	SITE
-	""	

KE	
I	
I Al1lGATl1i	
	LAX£ RO	

NOT TO SCALE
,.

2.  LANDS	SHOWN	HEREON	WERE	NOT	ABSTRACTED	FDR		

BEARINGS SHDKN HEREON ARE ASSUMED AND BASED ON n-lE SOUTH UNE OF THE SOUTHWEST 1/4 Of SECTION 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, AS BEING S89'4J'11•£

RIGHTS-OF-WAY, EASEMENTS,  OWNERSHIP,  AD.JOINERS  DR
,..	OTHER INSTRUMENTS OF RECORD.
J.  THIS	SKETCH	MEETS	THE	APPLICABLE	·sTANOARDS	OF

/(/ '.,,.

'l,fLLJAM D. DQN Y
PROFESSIONAL SUR.VfYDR ct MAPPER UCENSE NUMBER LS 5381

1i/;p,,
r-	'	DATE

_a	PRACTICE• AS SET FORTH BY THE Fl.OR/DA BOARD OF
!		PROFESSIONAL	SURVEYORS	AND	MAPPERS	IN	RULE 5J17.050-.052, Fl.OR/DA AOM/NISTRATIVE COD£

NOT VALID WfTHOIJT THE SIGNA nJRE ANO THE ORIGINAL RAISED SEAL OF A
Fl.OR/OA UCENSED SIJR',lf;YOR ANO IIAPPER

D.
j

I

i1

I

i

\
.!5

4. THIS IS NOT A BOUNDARY SURVEY.	SHEET 1 OF J	{SEE SHECT 2 RR SK£1tH OF DESCRIPTION)

SKETCH OF DESCRIPTION
-OF-
PHASE 2C	Dew-berry	PREPARED FOR:

NARCOOSSEE LAND VENTURES, UC

DA	12/01/IB	PROJ: 50015546
REV DA	DRAWN BY: WS
SCALE: N/A	QIEQ(£1) BY: 1PT	
POND /1	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
SEr:1KM 17. TDt/NSHF 26 SOUTH. IWiG£ JI EAST	PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION NO. LB 8011		
OSCEOLA COUNTY	FLORIDA			

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

C
LEGAL DESCRIP noN:
A PORTION OF SECTION 17, TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

1	11

COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4	OF SAID SECTION 17; THENCE S89'43'11''E ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1321.12 FEET TO THE SOUTHEAST CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17,·	THENCE N00'1012211£ ALONG THE WEST LINE OF THE SOUTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1319.16 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4 OF SAID SECTION 17,·	THENCE S89'40'58"E ALONG THE SOUTH LINE OF THE NORTHEAST 1/4	OF fHE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 253.22 FEET TO A POINT ON A NON-TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 14·49'45•: A CHORD
o BEARING OF N06'2l 48 W AND A CHORD DISTANCE OF 12.90 FEE · SAID POINT ALSO BEING THE POINT OF
) BEGINNING; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE fl DISTANCE OF 12.94 FEET TO THE POINT
; OF COMPOUND CURVA TUR£ OF A CURVE CONCA VE EASTERLY, HAVING A RADIUS OF 493. 10 FEET,	A
,; CENTRAL ANGLE OF 22-05'52''..., CHORD BEARING OF N12'00'00"£ AND A CHORD DISTANCE OF 189.00 FEET;_ THENCE NORTHERLY ALONG tHE ARC OF SAID CURVE A DISTANCE OF 190.18 FEET TO THE POINT O,­
e REVERSE CURVA TUR£ OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 1328.15 FEET, A CENTRAL
a. ANGLE OF 07'07'31': A CHORD BEARING OF N19'29'11"£ AND A CHORD DISTANCE OF 165.06 FEEJ; THENCE
"' NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 165.17 FEET TO THE POINT Or	REVERSE
5 CURVATURE OF A CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF

:

:  115'061051	A CHORD BEARING OF N73'28'28"£ AND A CHORD DISTANCE OF 84.39 FEEJ; THENCE EASTERLY
- ALONG THE ARC OF SAID CURVE A DISTANCE OF 100.44 FEET TO THE POINT OF REVErrSE CURVA TUR£ OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1208.30 FEET, A CENTRAL ANGLE OF 10'24'25': A
N  CHORD BEARING OF 554'10'42"E AND A CHORD DISTANCE OF 219.17 FEET,· THENCE SOUTHEASTERLY ALONG
:: THE ARC OF SAID CURVE A DISTANCE OF 219.47 FEET TO THE POINT OF TANGENC,'(; THENCE 559'2215411
"' A DISTANCE OF 164.95 FEET TO THE POINT OF CURVATURE OF A CURVE CONCA Vt WESTERLY, HAVING fl (  RADIUS OF 291.85 FEEL A CENTRAL ANGLE OF 77'55'28': A CHORD BEARING OF 520'25'10"£ AND A CHORD
u  DISTANCE OF 367.03 ,-[ET,· THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 396.93
a. FEET TO THE POINT OF TANGENCY;, THENCE S18'32'34"W, A DISTANCE OF 47.03 FEET;_ THENCE 516'58'58"Vfi.
A DISTANCE OF 103.39 FEET TO tnE POINT OF CURVATURE OF A CURVE CONCAVE NvRTHWESTERL Y, HA VINr. A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 73'17'51 •: A CHORD BEARING OF S53'37'53"W AND A CHORD DISTANCE OF 59.69 FEET,· THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE
, OF 63.96 FEET TO THE POINT OF TANGENC · THENCE N89"43'11"W, A DISTANCE OF 348.80 FEET TO THE
1i POINT OF CURVATURE OF A CURVE CONCfl VE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET, A
CENTRAL ANGLE OF 72"04'47' , A CHORD BEARING OF N53"40'48"W AND A CHORD DISTANCE OF 58.83 FEET;_
i THENCE NORTHWESTERLY ALOtvG THE ARC OF SAID CURVE A DISTANCE OF 62.90 FEET TO THE POINT O,­ TANGENCY,· THENCE N17'38'25"W, A DISTANCE OF 127.20 FEET TO THE POINT OF CURVATURE OF A CURVE
! CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 776.45 FEET, A CENTRAL ANGLE OF 15·07'49•: A CHORD
BEARING OF N25'12'19"W AND A CHORD DISTANCE OF 204. 44 FEET,· THENCE NORTHWESTERLY ALONG THE
i ARC OF SAID CURVE A DISTANCE OF 205.04 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE
-;; CONCA VE NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 18'53'32': A CHORD BEARING OF N23'19'27"W AND A CHORD DISTANCE OF 16.41 FEET;., THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 16.49 FEET TO THE POINT OF dEGINNING.

"'i
'ib

CONTAINING: 338,295 SQUARE FEET OR 7.766 ACRES.

(SEE SHEET 1 FOR LEGEND)

!

..	SHEET 2 OF J	(SEE SHffT, F'OR DESCRIPTION OF' SKUCH)
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
li

SKETCH OF DESCRIPTION	De111rberry
131 WEST KALEY STREET
ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION No. LB 8011	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DATE: 12/07/18	PROJ: 50075546
REV DATE:	ORA'Ml BY: WS
SCALE: N/A	CHECKED BY: TPT	
-OF-			
PHASE 2C POND /1			

SEC110N 77. TDltNSHIP 26 SOUTlf, RNIGC JI EAST			

OSCEOLA COUNTY	FLORIDA			

8
.0.,
a.
::a.-
0
"lj
i
J..
<
I?
'i

CURVE	LENGTH
12.94'	RADIUS
50.00	DELTA
14°49'46"	CHORD
12.90'	BEARING
N06'27'48"W	
C2	190.18'	493.10	22vs•52•	189.00'	Nl2'00'00"E	
CJ	165.17'	1J28.15	07'07'J1"	165.06'	N19'29'11"E	
C4	100.44'	50.00	115'06'os·	84.J9'	N7J'28'2B"E	
cs	219.47'	1208.JO	10'24'25"	219.17'	S5470'42"E	
C6	J96.9J'	291.85	77'55'28"	J67.0J'	S20'25'10"E	
Cl	6J.96'	50.00	7J77'5I"	59.69'	SSJ:Jl'SJ"W	
CB	62.90'	50.00	72'04'47"	SB.BJ'	NSJ'40'48"W	
C9	205.04'	776.45	15'07'49"	204.44'	N25'12'19"W	

c:;Cl

CURVE TABLE

0
0	100	 200

C2·
NOT PLA TTm

I

I S89'40'58"E 'G

PCC	7
I

CIO

16.49'

50.00

18'53'32"

16.41'

N2J"19'27"W

I	I	I
I INCH - 200 FEET

22·	 ,..,.,

I

[	(" J

_J

SW 1/4 OF

PHASES 2A-2B	/

PROPOSED T'MN LAKES f j

0

15

;5	:tTPL tTED I I

Ss.9
76,..,<.

L
s,t'

SECTION 17-26-31
PRC

DETAIL ..AN
1" = JO'

:!l
-'i
"'

u

I
(
)

'

I.._

\	j	S89'40'58''E

·SEE DETAIL •A•
625.29'

·.9s,

NOT PLATTED

r

S LINE OF THE NE 1/4 OF OF THE SW 1/4 OF SECTION 17-26-31

0"	\	r._J.22'	• T 				

n

l;J- \	I	POINT OF

---	---

Ci	7	\

POND /1

"a.'

.,."	\ \

CONTAINS 7.76	ACRES±

S18"32'34nW	47.03'

i

\

i	bj	5j \ N1TJB'25"W

I	S16-SB'SB"W

l;J""'

}<J	\
\

127.20'--

PC	PT

103.39'

'1	_-,x	a	\
:	sU'J	\
POINT OF I	•	\
i COMMENCEMENT Ir	\

co> Ns9·43'11"w J4B.Bo'·

NOT PLATTED

'F SEC 17-26-31	1	SW 1/4 OF SECTION 17-26-31
S LINE OF THE SW 1/4

_, lsw CORNER OF THE SW 1/4

SE CORNER OF THE W 1/2 OF THE

r		

OF SEC 17-26-31
SB9'4311"E JJ21.12'
r

S LINE OF THE SE 1/4 or THE	SE CORNER OF THE SW 1/4 OF SW 1/4 OF SEC 17-26-31 /SECTION 17-26-31
..ff5jf------'--S89'4J'1f"E 1J2U -v SHEET J OF J

(SE£ SHEET 1 Fal L£G£NO)
(SE£ SHEH 2 Fr:JR OESCR/PTION OF SKETCH}

;:-

;;-

,".

1

,.
i

c:
."!i '
0

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND #1

•

De1111berry
131 WEST KALEY STREET

PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

SECTIOY 17, TO'MISHIP 26 SOUTH, RANGE .JI EAST

PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION No. LB 8011

ORLANDO, FLORIDA 32806

OSCEOLA COUNTY

FLORIDA

OATE: 12/07/18 REV DATE:
SCALE: I" z 200'

PROJ: 50075546 DRAIW BY: WS CHECKED BY: TPT

0g

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

LEGEND:

C

-\t,-  UNESR£AK
.i CEN11W. ANQ.£
AC ACJIES
C8 OIORD BfARING a# a-«1fD LEHl11H
F.D.E.P. FLORIOA OEPARTIIENT or

PCC />aNT OF ClJIIPOUND CtlllVA1UR£ PG(S) PAGE{S)
PS Pl.AT 800IC
PRC POINT OF Rn£RSE aJRVAM£ PT POINT or TANGEJICY
PHT POINT Of HON-TANCEHCY

L
118

ENVIRONMENTAL PR01EC7ION LENG1H
IIAP BOOK

R  RADIUS
R/W RIGHT or WAY

i

...
I
.,

I
!
i
6i

al8	omaAL RECORDS BOOK
PC  POINT OF a/RVA

SEt SEC110N-TOIWSHIP-RANG£
o a#ANGE IN 0/RECTIOH

(
J
I SUR\f"Y NOTES;

	I.AXE/ii)	

£ /RLO BRONSON MEMORIALIH	WY (HWY 441)	
t			
	NOLTE RD	PHASE 2A-2B
\rslTE

AllJCAmR	

VICINITY MAP
NOT TO SCALE

iJ 7. BEARINGS SHOWN HEREON ARE ASSUMED ANO BASED ON THE

,_	SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP
26 SOUTH, RANGE J1 EAST. AS BEING ss9·43•11·£
LANDS SHO'MI HEREON WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, AOJOINERS OR OTHER INSTRUMENTS OF RECORD.
J.  THIS	SKETCH	MEcTS	THE	APPLICABLE	·sTANOAROS	OF

'MWAM D. DONLEY

PROFESSIONAL SURVEYOR &'MAPPER LICENSE NUMBER LS 5J81

DATE

.5•
!

PRACTICE• AS SET FORTH BY THE Fl.OR/DA BOARD OF PROFESSIONAL SURVEYORS ANO MAPPERS IN RULE 5J17.050-.052, Fl.OR/DA ADMINISTRA11VE COO£

NOT VAUD llll'HDUT TIIE: SIGNATUR£ ANO J'H£ ORlr.r.lAL RAISED SEAL OF A
FLORIDA UCENSED S'i.lRIIF)'[IR AND MAPPER

,	4. THIS IS NOT A BOUNDARY SURVEY.

SHEET 1 OF J	{SEE SHEU 2 FOR D£SCRIPTION a: SKETCH)

l'

SKETCH OF DESCRIPTION
-OF-
PHASE 2C POND /2

SECTKN tl, TOIINSHP 21 SOUTH. RANGE 3t EAST	I Dewberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM	PREPARED FOR:
NARCOOSS££ LAND
VENTURES, LLC

DATE: 12/01/IIJ	PROJ: 50075546
REV DATE:	DRAWN 8	NS
SCALE: N/A	CHECKED 8	TPT	
	CERTIFICATE OF AUTHORIZATION NO.LB 8011		
OSCEOLA COUNTY	FLORIDA			

IL	SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

I

51

11
(
I

C
LEGAL DESCRIPTION:

A PORTION OF SECTION 17. TOWNSHIP 26 SOUTH, RANGE 31 EAST, OSCEOLA COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4	OF SAID SECTION 17; THENCE 589"43'71''£ ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1321.12 FEET TO THE SOUTHEAST		CORNER OF THE WEST 1/2	OF THE SOUTHWEST 1/4	OF SAID SECTION 17;		THENCE Noo·10·22"£ ALONG THE WEST LINE OF THE SOUTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17. A DISTANCE OF 1319. 16 FEET TO THE SOUTHWEST CORNER OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4 OF SAID SECTION 17,·	THENCE S89"40'58"E ALONG THE SOUTH LINE OF THE NORTHEAST 1/4	OF THE SOUTHWEST 1/4	OF SAID SECTION 17, A DISTANCE OF 1208.50 FEET TO A POINT ON A NON-TANGENT

:

..; CURVE, CONCA VE WESTERLY, HAVING A RADIUS OF 616. 77 FEET, A CENTRAL ANGLE OF 27"061361	A CHORD
BEARING OF N21"09'28"W AND A CHORD DISTANCE OF 289.11 FEET,· SAID POINT ALSO BEING THE POINT OF
8  BEGINNING;	THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 291.83 FEET TO THE
,;; POINT OF REVERSE CURVA TUR£ OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 30.00 FEET, A CENTRAL ANGLE OF 755·10'21·: A CHORD BEARING OF N42"52'28"£ AND A CHORD DISTANCE OF 58.60 FEET,· THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 81.25 FEET TO THE POINT OF TANGENCY,· THENCE 559"32'19"£, A DISTANCE OF 196.38 FEET TO THE POINT OF CURVATURE OF A

'

"' CURVE CONCA VE NORTHEASTERLY, HAVING A RADIUS OF 1085.00 FEET, A CENTRAL ANGLE OF 08'39'54': A
j CHORD BEARING OF S63"52'16"E AND A CHORD DISTANCE OF 763.93 FEET,· THENCE SOUTHEASTERLY ALONG
C THE ARC OF SAID CURVE A DISTANCE OF 164.09 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE
o:1 CONCA VE WESTERLY, HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 138"36'37': A CHORD
a. BEARING OF S01"06'06"W AND A CHORD DISTANCE OF 93.55 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 120.96 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 457.00 FEET, A CENTRAL ANGLE OF 26"42'29': A CHORD BEARING OF S57"03'09''W AND A CHORD DISTANCE OF 211.10 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 213.03 FEET TO THE POINT OF REVERSE CURVA TUR£ OF A CURVE CONCA VE
NORTHERLY, HAVING A RADIUS OF 40.00 FEET, A CENTRAL ANGLE OF 132"39137': A CHORD BEARING OF J N69"58'17"W AND A CHORD DISTANCE OF 73.27 FEET,· THENCE WESTERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 92.61 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE CONCAVE WESTERLY,
HAVING A RADIUS OF 616. 77 FEET, A CENTRAL ANGLE OF 03"57'41': A CHORD BEARING OF N05"37'19"W
! AND A CHORD DISTANCE OF 42.64 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE
1 OF 42.64 FEET TO THE END OF SAID CURVE AND THE POINT OF BEGINNING.
/
8

'2bl

CONTAINING: 72,633 SQUARE FEET OR 1.667 ACRES

(SE£ SH££T 1 FOR LEGEND)

J

<	SHEET 2 OF J	(5££ SHEET 3 FOR SKETCH OF DESCRIPTION)
SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.
l5

.0.,

SKETCH OF DESCRIPTION	I De111rberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806
PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM CERTIFICATE OF AUTHORIZATION NO. LB 8011	PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DAT£: 12/07/18	PROJ: 50075546
REV DATE:	DRAWN BY: WS
SCALE: N/A	CHECKED BY: TPT	
-OF-			
PHASE 2C POND /2			

SECTION T7, TOM/SHIP 26 SOUTH, RANC£ JI £AST			

OSCEOLA COUNTY	FLORIDA			

¾

]

C

0

j j

g
"C '

5

"i

CURVE TABLE	
CURVE	LENGTH	RADIUS	DELTA	CHORD	BEARING	
Cl	81.25'	J0.00	15510'2r	58.60'	N42"52'28•E	
C2	120.96'	50.00	1J8"J6'J7"	93.55'	SOITJ6'06"W	
CJ	92.61'	4aoo	1J2"J9'J7"	7J.27'	N69"58'17"W	
C4	42.64'	616.77	OJ"57'41"	42.64'	N05°J7'19"W	

C

0
i=:::I

NE CORNER OF THE W 1/2	OF THE	'-<.I ,';=j
SW 1/O4F SECTION 17-26-31	;z
i:!:- I
NOT PLATTED	i.._

L..J O

(	0	<:

0
l
;"

E
..Q..

0	50	100
I	I	!
1 /Nal - 100 f'££T

C1\

,

S's.	§§

y

:93'	l,J
7.9
..6. ·J"c:9I..

<-::::-_,6.
-f'>-=?08 O..n:, ,
oa3; 00 ..
ca-::::-.s6J-:sr.9:s	,.,

0
,;;
CD
1ii

C'>	-::ar

\\

"-o

.

q_ -z.	tg.

POND #2

Ci-j-..,:,.6..J'<';,p

t.,I <.-

·.9J-..

:.:
C

\\ ,-..:,	•
'ci> o

O'\ .
a>

CONTAINS

:

c:

..,

,';=j

SW CORNER OF

O'\_-::i vl_

1.667 ACRES±

I	•	,--..:, vOl'\	-

I.,._ <o

-

C)C'-J

THE NE 1/4 OF THE SW 1/4 SECTION 17-26-31

.	._ a>-:.

-:.

11.

,,;

..I,
C
0
"-,
j
f

(.)

i
1"1' POINT OF

- <:
b,!2
(J

li.. 0
l<,J:­
:::j:t:
:t: l/)
---5oi
,l<J

S LINE OF THE NE 1/4 OF
THE SW 1/4 OF SECTION 17-26-31

ss9·40•5a"E 12oe.50• 	

NOT PLATTED

153. 10· '	:¥Q'S ,		
...,._	,,.	00	,,
\f'i t:,1• ,i9	,,

'& "1·0	,o

i	o· i o9,
V	S'.J	,,.
c	c'(l i

"- COMMENCEMENT
W CORNER OF THE SW 1/4
IF SEC 17-26-31
S LINE OF THE SW

-
c:,
r-

SE CORNER OF THE W 1/2 OF THE SW 1/4 OF SECTION 17-26-31

1/4 OF SEC	S LINE OF THE SE 1/4 OF THE SE CORNER OF THE SW 1/4 OF

(1B7A-S2I6S-3O1F  BEARING)

rs£ 1/4 OF SEC 17-26-31	SECTION 17-26-31

sa9·41•11"£ 1121.12	OF  J
SB9'43'1/"E 1321.12	SHEET  J

(5££ SHEET t FOR l£G£NO)
(SEE SHEET 2 FTJR 0£SCRIPTION OF SKETCH)

i
/a
8

0

?
.0.,
a.

i

f

a.

SKETCH OF DESCRIPTION
-OF-
PHASE 2C	I Dewberry	
PREPARED FOR:

NARCOOSS££ LAND VENTURES, LLC

DAT£: 12/07/18	PROJ: 50075546
REV OAT£:	ORAWN BY: ltS
SCALE: 1• = 100'	CHECKED BY: TPT	
POND #2	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
SECTION I 7, TOWNSHIP 26 SOUTH, RANCE: JI EAST	PHONE: 321.354.9826 FAX: 407.648.9104
WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION NO. LB 8011		
OSCEOLA COUNTY	FLORIDA			

0

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

(
g
"'

g

£
0

E IRLO BRONSON MEMORIALIHWY (HWY 441)

j
NOLTE RD

i

i	>-.'
.D

iii

I	§
..
I LEGAL QFSCRIPUON:

LEGEND:
-	I.WfBREAK
.1 CEN11W. ANG/.£ AC AalES
C8 CHORD BEARING CH CHORD I.ENG1H
f.D.£P. FLORIDA DEPARDIENT OF
ENWROMIENTAL PR01EC11CN L I.ENG1H
118 IIAP BOOK
ORB OF'FICIAL RECOROS BOOK PC POINT OF CIMVA1IIR£
PCC POINT OF CONPOUND CIJRVATUR£ PC{S} PAGE(S)
P8 Pl.AT BOOK
PRC POINT Of Rn£RSE CURVA'IIM PT POINT OF TANGENCY
PNT POINT OF HON-TANGENCY R RADIUS
R/il RtGHT OF WAY
SEC SEC110N-TDIHSHIP-RANG£
o CHANGE 1H DIRECTION

j

- A PORTION OF HICKORY TREE ROAD IA VARIABLE l'rfDTH PUBUC RIGHT OF WAY) LYING IN SECTIONS 17, 18, 19, AND 20, TOWNSHIP 26 SOUTH, RANGE J1 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
.J. COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 17; THENCE S89"4J'11"£ ALONG THE SOUTH UNE ii OF THE SOUTHWEST 1/4 OF SAID SECTION 17, A DISTANCE of 90.00 FEET TO A POINT ON THE EAST RIGHT OF WAY UN£ OF SAID 1:1 HICKORY TREE ROAD "(RIGHT OF WAY WIDTH VARIES) PER OfflC/AL RECORDS BOOK 1918, PAGE 2958 OF THE PUBUC RECORDS OF
OSCEOLA COUNTY, FLORIDA,· SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE S00"27'16•w ALONG SAID EAST RIGHT OF
, WAY LINE, A DISTANCE OF JJ0.8J FEET; THENCE DEPARTING SAID EAST RIGHT OF WAY LINE, RUN N89"J5'45•w, A DISTANCE OF
89.74 FEET TO A POINT ON THE Kf'ST UN£ OF THE NORTHWEST 1/4 OF SAID SECTION 20; THENCE N89"J5'45•w, A DISTANCE OF
::, W.00 FEET TO A POINT ON THE WEST RIGHT OF WAY UNE OF SAID HICKORY TREE ROAD (RIGHT OF WAY WIDTH VARIES); THENCE
(	\LONG SAID WEST RIGHT OF WAY LINE THE FOLLOWING TWO (2) COURSES AND DISTANCES: N00'24'J4•r, A DISTANCE OF JJ0.61
_ i"'EET; THENCE N007J'55•£, A DISTANCE OF 2276.45 FEET; THENCE DEPARTING SAID IDT	RIGHT OF WAY LINE, RUN S89'52'44•E, A

J

;:5: DISTANCE OF 20.00 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 17,· THENCE CONTTNUE S89"52'44•£, A DISTANCE OF 80.00 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF SAID HICKORY TREE ROAD PER OFFICIAL RECORDS BOOK 1918, PAGE 2958; THENCE ALONG SAID EAST RIGHT OF WAY UNE THE FOLLOWING THREE (J)  COURSES AND
; DISTANCES: S007J'55•m, A DISTANCE OF 1010.JO F££1l THENCE S89'461J/£, A DISTANCE OF 10.00 FEET; THEN'ct S001J'55•w, A
:§ DISTANCE OF 1266.45 ru T TO THE POINT OF BEGINNIN11.
CONTAINING: 276,660 SQUARE FEET OR 6.J51 ACRES.
SURkf'Y NOTES:
;:s 1.  BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE

I	SOUTH UNE OF THE SOUTHW£ST 1/4 OF SECTTON 17, TOWNSHIP
f.	26 SOUTH, RANGE 31 EAST, AS BEING S89"4J',,-£
1  2.  LANDS	SHOWN	HEREON	W£RE	NOT	ABSTRACTED	FOR
!	RIGHTS-OF-WA'(.  EASEME't!£	OWNERSHIP,	ADJOINERS	OR
:i	OTHER INSTRUMt:.NTS OF RE<-vrrD.

a/d¼.:	12-h/-2-1¥!!
l'rfWAM D. DONL£	i-i	DATE
PROFESSIONAL SURVEYOR &- MAPPER UCENSE NUMIJER LS 5J81
NOT VAUD IW1nOUT THE SK;NATUR£ ANO THE ORIGIHAJ. RAISED SEAL OF A

;FID:-
I

J. THIS SKETCH MEETS THE APPUCABLE ·srANDARDS OF PRACTlCE• AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL  SURVEYORS  AND  MAPPERS  IN  RULE
SJ1Z050-.052, FLORIDA ADMINISTRA11\IE COD£

FLORIDA UCENSED SURl£YOR AND MAPPER

l• 4.

THIS IS NOT A BOUNDARY SURVEY.

SHEET 1 OF 2	(SEE SHEET 2 fOR SKETCH Of" DESCRIPTION)

1

l

f!

i

SKETCH OF DESCRIPTION
-OF-
HICKORY TREE ROAD R/W

•

De'Wberry
131 WEST KALEY STREET ORLANDO, FLORIDA 32806

PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

C:

£11CWS 17. tll, II, AND .2Q, JfJJNSW' 2f SOU1H.

.f!ii

'

RNiC£ .JI EAST

PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM
CERTIFICATE OF AUTHORIZATION NO. LB 8011	DATE: 12/11/IB

'

OSCEOLA COUNTY

FLORIDA

DA1F RO!
SCALE: N/A

PRO.t 50075546 ORA/IN BY: ltS' OIECl<ED BY: 1PT

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

MATCH UN£ - SHEET •A•

C

..
lt')

r--=ic:,'

HICKORY TREE RD R/W CONTAINS 6.351 ACRtS ±

I	;:.:<o

C\i I I

..J

}lJ	)....
.!.8

..	wto "-J
lt') Vi(.'.)
;:;set.
S89"52144''£	20.00'

.

co:::;
C\I scti
-	L0.-.....:...

l	-S89"52'44"E	80.00'

I

-	HICKORY TREE RD rt
CONTAINS 6.351 ACR S ±

a0	Qg
;	<:
Q::

"")

,._
t5
Q:

3t: :::,
.!.8 i:5
"")

::i:::-

h	0

I

a'-cs:,'

>'
ZJ
J.&Jw

c:>
c:::, l<J-:---.

PROPOSED TWIN LAKES

lr) 7
L.J IO

"

I	-

i!::

"-J
Vic.:,

0 	100	200 

E
f
"'
"0'
N

ew:

t

9:::-c

::i:::-

7

(/J

",-.!.

Ci>I

..J 0,
)	"-J
<.::,
Cl.
­
,._ oi

PHASES 2A-2B
PB ,PG_ NOT PLATTED

..

Q

Q::

i.....-

µ

o:;z:

l.)
b!

i'.5CI..	I
::::,Cl:l
i0...-...;e:s..

I

'

1 INCH - 200 FEIT

.u,
0
".,'

V,

J!
..I.

"'

"V, '
;;.

4.-.
O:;z:
G	g
5:	:::;
K "-).

;:t:­
(.j
Q:
L.J

SE CORNER OF THE W 7/2 OF TH£ SW 1/4 OF SECTION 17-26-31

J.&Jw K
i;;;::
}IJ
9:::	I.C')
C5

.::i:::

-.J
......
lr)
25
PROPOSED TWIN LAKES PHASES 2A-2B

DO'

PB	,PG_ NOT PLATTED
-ll)

:-1-
9) c:i

(

o,
I

5 LIN[ OF TH[ SW

or

1/4	SEC
17-26-JT

5:	g

,_.l.i,)

li)

l"-

..J0,
)	"4
<.::,

.,

,.;
,;
,=
.,,
u
ii

I .,..,\
18
-
19
-") -

{

3t:

(BASIS Of BEARING) 589"43'11"[ 1321./2'
POINT OF

or

COMMENCEMENT

N LINE or THE NW
1/4 or SEC

<:	c::::,

Cl..
lrj"
,._ 0)
;:t:-
(.j
Q:
L.J
_J

.;
-i
ii
I

N

<I
.,
0
Q..,

}lJ
..	co.

c:>

:ll::.b
:.:"I'

lij

"'-'1::l
;;

a	..

r-.	c::i
tw')
c:, f\l"j

SW CORNER or THE SW 1/4 SEC 17-26-Jl
LOT 8 (PB B, PG 26)

PROPOSED TWIN LAKES PHASES 2A-28
PB	,PG_

20-26-31

.3t:

S89"46'37"E 10.00'
..

J

I

.3

!	<c:::::i

f\l"j1l1$1	A,	--

--NOT-PL­AT-TED--­

;:;"

lt')

/...
,:,;:,

i

I
:z;
:,
'b
<

Nr.9·35'45"w	89.74' N89"35'45 w	LOT 9 (PB B, PG 26) 20.0(),'

""c)o

-

c:> l'\I
c:::,-
<(l
SHEET 2 OF 2	MATCH LIN£ - SHEET .A ..

!

f'

SKETCH OF DESCRIPTION
-OF-
HICKORY TREE ROAD R/W	I DeW'berry	
PREPARED FOR:

NARCOOSSEE LAND VENTURES, LLC

DAT£: 12/11/18	PROJ: 50075546
DATE REV:	DRAIWI BY: WS
SCALE: 1•-200'	CHECKED BY: TPT	
	131 WEST KALEY STREET		
	ORLANDO, FLORIDA 32806		
SECTIONS 17. 18, 19, ANO 20, TOWNSHIP 26 SOUTH,
RANCE .11 £AST	PHONE: 321.354.9826 FAX:407.648.9104 WWW.DEWBERRY.COM		
	CERTIFICATE OF AUTHORIZATION NO. LB 8011		
OSCEOLA COUNTY	FLORIDA			

;;

i

i
0
0

J..

C:
g'
"i

SKETCH OF DESCRIPTION ONLY.	THIS IS NOT A SURVEY.

Section VII

Section A

MEMORANDUM

To:	District Managers

From:	Kutak Rock, LLP

Date:	December 20, 2024

Subject:	SB 7040 Stormwater Ratification Bill O&M Requirements

Effective, June 28, 2024, Senate Bill 7040, also known as the Florida Stormwater Ratification Bill, codified into law several significant changes to the Environment Resource Permit Handbook (the “Handbook”) promulgated by the Florida Department of Environmental Protection (“FDEP”). Among other things, these changes imposed several specific inspection and reporting requirements applicable to permanent operations and maintenance (“O&M”) entities, including special districts. To ensure compliance with these requirements, CDD Managers should forward this memorandum to their respective Boards of Supervisors and District Engineers, and otherwise take the necessary steps to budget for, plan, and implement the requirements.

Changes to Application Process Relevant to New Reporting Requirements
Pursuant to Section 12.3.5(a)(4) of the Handbook, an applicant must submit written cost estimates with supporting documentation to FDEP along with the financial capability certification required under 12.3.5(b). Section 12.3.5(b) states that, at the time of permit application, applicants for the O&M phase must submit Form 62-330.301(26), “Certification of Financial Capability for Perpetual Operations and Maintenance Entities.”
In addition to the cost estimates, an applicant must submit a written O&M plan as part of the permitting process. Section 12.4.1(a) of the Handbook requires that this plan include the following items:

A list and details of all stormwater system components, including their location, type, and other pertinent information, such as normal pool elevation, volume, recovery time, and how the systems connect;
A list and description of each of the identified maintenance and inspection tasks for each of the system’s components and for the overall system (refer to Appendix O for procedures for BMPs);
All regular inspection and maintenance schedules;
Inspection checklists;
Copies of or references to the pertinent sections of all covenants, conditions, restrictions, and other association documents, permits, approvals, and agreements that govern the operation and maintenance of the stormwater management system; and
Permitted or as-built plans of the stormwater water management system.

Once the stormwater system is ready to be transferred to the District, the Request for Transfer of Environmental Resource Permit to the Perpetual Operation Entity must be submitted to FDEP along with the written cost estimates and O&M plan. After the transfer, the District must keep the cost estimates and O&M plan on file for purposes of maintaining compliance with Section 12.6(b).

Changes to Inspection and Reporting Requirements

Pursuant to Section 12.5(h) of the Handbook, an applicant may propose a project-specific minimum inspection frequency for a stormwater management system, with a maximum frequency of five years. If FDEP determines that an applicant’s proposed inspection frequency does not provide assurances that the stormwater management system in question will continue to function perpetually as designed and permitted, FDEP shall require frequencies as listed in table depicted below.

TYPE OF SYSTEM	INSPECTION FREQUENCY	
Dry Retention basins	Once every 3 years	
Exfiltration trenches	Once every 2 Years	
Underground retention	Once every Year	
Sand or Media Filters	Once every Year	
Underdrain System	Once every 2 Years	
Underground vault/chambers	Once every Year	
Pump Systems	Twice every Year	
Swales (treatment)	Once every 3 years	
Wet Detention systems	Once every 3 years	
Wet Detention systems with littoral zones	Once every 2 years	
Vegetated Natural Buffers	Once every 5 years	
Manufactured Devices	As	manufacturer	recommends	in specifications, minimum once every year	
Dam Systems	Once every Year	
All other	Once every Year	

Pursuant to Section 12.6(b) of the Handbook, special districts responsible for stormwater management systems must submit an inspection report to FDEP within 30 days of the inspection’s completion. The inspection report must use Form 62-330.311(1) “Operation and Maintenance Inspection Certification,” and must be certified by a “qualified inspector.” As defined in Section 12.5(c), a qualified inspector is either a (1) registered professional, (2) a person whose inspection was overseen by a registered professional, or (3) a person who has completed training regarding certain relevant topics within the 5 years prior to the inspection.

The inspection report submitted by the qualified inspector to FDEP must include the following:

Form 62-330.311(3) “Inspection Checklists;”
Updates to the operation and maintenance cost estimates submitted to FDEP, if any, as described in Section 12.3.5 of the Handbook;
Updates to the written O&M plan submitted to FDEP, if any, as described in Section 12.4.1 of the Handbook; and
Any monitoring reports requirement that may be required as a condition to a specific permit.

Pursuant to Section 12.6(e), O&M entities shall continue to follow the inspection and reporting requirements contained in a permit issued under Part IV of Chapter 373, F.S. prior to June 28, 2024, unless the permittee obtains a modification using the procedures in Rule 62- 330.315, F.A.C., to comply with the inspection and reporting requirements of Rule 62- 330.311, F.A.C., and Section 12.6.
All	forms	referenced	in	the	foregoing	are	provided	at	the	following	link: https://floridadep.gov/water/engineering-hydrology-geology/content/erp-stormwater-resource- center

Section C

1

Live Oak Lake CDD
Field Management Report

February 5th, 2025 Jarett Wright Field Manager
GMS

Live Oak Lake CDD Field Management Report | GMS 2025

Landscaping Update

Landscape Items
Blade Runners of Orlando assumed contracted landscape maintenance responsibilities on January 1st, 2025.
Meeting onsite with vendor weekly to review and address areas of concern.
IMC and Blade Runners are conducting independent audits of the irrigation system to identify issues.
Vendor is focusing on detailing work and fixing the irrigation through dormancy to prepare for Spring.

2

Live Oak Lake CDD Field Management Report | GMS 2025

Landscaping Update Continued

Reserve Signage Foliage

Vendor is providing proposals to replace the declining plants at the Reserve signs.
Rose bushes will be removed and replaced with Blue Daze, Dwarf Ixora, and Viburnum.
Annuals will be replaced with better quality plants such as snapdragons.

3

Live Oak Lake CDD Field Management Report | GMS 2025

Site Items

Fountain Repairs
The discharge nozzle for the tennis court fountain was replaced with an updated model and is working properly again.
The motor for the fountain at the duplex side pool is broken.
Solitude Lake Management provided a proposal to replace the fountain with an updated model.

Conclusion

For any questions or comments regarding the above information, please contact me by phone at 407-750-3599, or by email at JWright@gmscfl.com. Thank you.

Respectfully, Jarett Wright

Section 1

SERVICES AGREEMENT

PROPERTY NAME: Live Oak Lake CDD CUSTOMER NAME: Live Oak Lake CDD
SERVICE DESCRIPTION: Installation of one (1) Airmax 3HP Fountain (Corina & Pool House FTN 1A) EFFECTIVE DATE: January 23, 2025
SUBMITTED TO: Jarrett Wright
SUBMITTED BY: Brittany Hemery, Sales Support Administrator

THIS SERVICES AGREEMENT (the “Agreement”) is effective as of the date indicated above (the “Effective Date”), by and between SOLitude Lake Management, LLC (“SOLitude” or “Company”), and the customer identified above (the “Customer”), in accordance with the terms and conditions set forth in this Agreement.

SERVICES.  SOLitude will provide services (the “Services”) at the Customer’s property in accordance with the Scope of Services attached hereto as Schedule A.

MODIFICATIONS. Any deviation from the requirements and Services outlined in Schedule A involving extra cost of material and labor will result in extra charges. Such additional services will be provided by SOLitude only upon a Change Order mutually approved by the parties in writing (the “Change Order”).

PRICING. The Customer agrees to pay for the Services, as well as any applicable sales or other taxes, in accordance with the Pricing Schedule attached hereto as Schedule B.

PAYMENT. SOLitude shall invoice Customer following completion of each required Service. Payment is due within thirty (30) days of the invoice date. Any disputes with an invoice or invoices must be brought to the attention of SOLitude by written notice within one hundred and twenty (120) days from the invoice date, otherwise Company will not be liable for any potential credits or adjustments. The parties agree to use good faith efforts to resolve any disputed invoice amounts within thirty (30) days after written notification of a dispute. Disputed amounts shall not affect payment of all undisputed amounts, and Customer agrees to pay all undisputed amounts owed on any disputed invoice within the applicable due dates. Invoices not paid on or before the invoice due date shall accrue interest charges at a rate of one percent (1%) per month, accruing as of the invoice date, until the time that such amounts are paid in full. Additionally, the Customer is liable for payment of all costs of collection of past due accounts, specifically including, but not limited to, court costs, expenses, and reasonable attorneys’ fees. In addition to the compensation paid to SOLitude for performance of the Services, Customer shall reimburse SOLitude for all of the expenses paid or incurred by SOLitude in connection with the Services, including, but not limited to non-routine expenses, administrative fees, compliance fees, or any other similar expense that are incurred as a result of requirements placed on SOLitude by the Customer that are not covered specifically by the written specifications of this Agreement (“Reimbursable Expenses”). Should the work performed be subject to any local, state, or federal jurisdiction, agency, or other organization of authority for sales or other taxes or fees in addition to those expressly covered by this contract, the customer will be invoiced and responsible for paying said additional taxes in addition to the contract price and other fees.

TERM AND EXPIRATION. This Agreement shall commence on the Effective Date and shall expire upon completion of the Services required by Customer specified in Schedule A.

TERMINATION. In the event that this Agreement is terminated for any reason prior to SOLitude’s completion of the Services, Customer agrees to reimburse SOLitude for any costs incurred, including, but not limited to, labor costs, materials and fees, that SOLitude may have incurred in preparation for the provision of its Services.

RESERVED.

INSURANCE. SOLitude will maintain general liability and property damage insurance as necessary given the scope and nature of the Services. A certificate of insurance will be issued to Customer, upon request.

INDEMNIFICATION; LIMITATION OF LIABILITY. THE CUSTOMER AGREES THAT THE WORK PROVIDED UNDER THIS AGREEMENT IS NOT TO BE CONSTRUED AS INSURANCE, OR AS A COVENANT, GUARANTEE, WARRANTY, OR PROMISE OF ANY KIND THAT THE CUSTOMER IS IN COMPLIANCE WITH ANY LEGAL GUIDELINES OR REQUIREMENTS. COMPANY DISCLAIMS ANY LIABILITY OR RESPONSIBILITY REGARDING THE PRACTICES AND OPERATIONS OF THE CUSTOMER, AND BEARS NO RESPONSIBILITY OR LIABILITY FOR WHETHER THE CUSTOMER CARRIES OUT THE RECOMMENDATIONS MADE BY COMPANY AND IN NO EVENT WILL COMPANY BE LIABLE FOR CONSEQUENTIAL, INDIRECT, OR ECONOMIC DAMAGES. THE CUSTOMER SHALL INDEMNIFY AND HOLD COMPANY HARMLESS FROM AND AGAINST ALL CLAIMS, DEMANDS, LIABILITIES, OBLIGATIONS, AND ATTORNEYS’ FEES OR COSTS BROUGHT BY ANY THIRD PARTIES, ARISING OUT OF OR RELATED TO THIS AGREEMENT OR BY FAILURE OF THE CUSTOMER TO ACT IN ACCORDANCE WITH ANY LEGAL REQUIREMENTS IN CONNECTION WITH THE SERVICES DESCRIBED IN SCHEDULE A. COMPANY SHALL NOT BE LIABLE FOR ANY DELAY IN PERFORMING THE SERVICES, NOR LIABLE FOR ANY FAILURE TO PROVIDE THE SERVICES, DUE TO ANY CAUSE BEYOND ITS REASONABLE CONTROL. COMPANY WILL BE RESPONSIBLE FOR ONLY THOSE DAMAGES, CLAIMS, CAUSES OF ACTION, INJURIES, OR LEGAL COSTS CAUSED BY ITS OWN DIRECT NEGLIGENCE OR MISCONDUCT, BUT THEN ONLY TO AN AMOUNT NOT TO EXCEED THE ANNUAL FEES CHARGED UNDER THE AGREEMENT.

CONFIDENTIAL INFORMATION. "Confidential Information" means any information disclosed by one party (“Discloser”) to the other party (“Recipient”), either directly or indirectly, in writing, orally, or by inspection of tangible objects, other than information that the Recipient can establish (i) was publicly known and made generally available in the public domain prior to the time of disclosure; (ii) becomes publicly known and made generally available after disclosure other than through Recipient’s action or inaction; or (iii) is in Recipient’s possession, without confidentiality restrictions, at the time of disclosure by Discloser as shown by Recipient’s files and records immediately prior to the time of disclosure. Recipient shall not at any time (a) disclose, sell, license, transfer, or otherwise make available to any person or entity any Confidential Information, or (b) use, reproduce, or otherwise copy any Confidential Information, except as necessary in connection with the purpose for which such Confidential Information is disclosed to Recipient or as required by applicable law. Recipient agrees to take all reasonable measures to protect the secrecy of and avoid disclosure and unauthorized use of the Confidential Information. All Confidential Information shall at all times remain the property of Discloser, and all documents, electronic media, and other tangible items containing or relating to any Confidential Information shall be delivered to Discloser immediately upon the request of Discloser.

Notwithstanding the foregoing, if Recipient is required by law, regulation, subpoena, government order, regulatory agency order, judicial order, or other court order to disclose any Confidential Information, Recipient shall give the Disclosing Party timely and lawful written notice of such a requirement prior to such disclosure, and shall reasonably and lawfully cooperate with the Disclosing Party to seek a protective order, confidential treatment, or other appropriate measures for such Confidential Information.

FORCE MAJEURE.	The Company shall not be liable for any delay in performing the Services, nor liable for any failure to provide the Services, due to any cause beyond its reasonable control.

RIGHT TO SUBCONTRACT. The Company, in its sole discretion, may subcontract or delegate to an affiliate or third party any of its duties and obligations hereunder.

FUEL/TRANSPORTATION SURCHARGE. Like many other companies that are impacted by the price of gasoline, a rise in gasoline prices may necessitate a fuel surcharge. As such, the Company reserves the right to add a fuel surcharge to Customer's invoice for any increase in the cost of fuel as measured above the same time period in the prior year (by the National U.S. Average Motor Gasoline-Regular Fuel Price per Gallon Index reported by the U.S. Department of Energy). The surcharge may be adjusted monthly (up or down) with the price of gasoline.

ANTI-CORRUPTION AND BRIBERY. Each party represents that neither it nor anyone acting on its behalf has offered, given, requested or accepted any undue financial or other advantage of any kind in entering into this Agreement, and that it will comply with all applicable laws and regulations pertaining to corruption, competition and bribery in carrying out the terms and conditions of this Agreement.

E-VERIFY. SOLitude utilizes the federal E-Verify program in contracts with public employers as required by Florida State law, and acknowledges all the provisions of Florida Statute 448.095 are incorporated herein by reference and hereby certifies it will comply with the same.

GOVERNING LAW. Except for the Mandatory Arbitration Clause in Section 17 of this Agreement, which is governed by and construed in accordance with the Federal Arbitration Act, this Agreement shall be governed by, and construed in accordance with, the laws of the state in which the Services are performed.

MANDATORY ARBITRATION. Any claim, dispute or controversy, regarding any contract, tort, statute, or otherwise (“Claim”), arising out of or relating to this Agreement or the relationships among the parties hereto shall be resolved by one arbitrator through binding arbitration administered by the American Arbitration Association (“AAA”), under the AAA Commercial or Consumer, as applicable, Rules in effect at the time the Claim is filed (“AAA Rules”). Copies of the AAA Rules and forms can be located at www.adr.org, or by calling 1-800-778-7879. The arbitrator’s decision shall be final, binding, and non-appealable. Judgment upon the award may be entered and enforced in any court having jurisdiction. This clause is made pursuant to a transaction involving interstate commerce and shall be governed by the Federal Arbitration Act. Neither party shall sue the other party other than as provided herein or for enforcement of this clause or of the arbitrator’s award; any such suit may be brought only in Federal District Court for the District in which the services were performed or, if any such court lacks jurisdiction, in any state court that has jurisdiction. The arbitrator, and not any federal, state, or local court, shall have exclusive authority to resolve any dispute relating to the interpretation, applicability, unconscionability, arbitrability, enforceability or formation of this Agreement including any claim that all or any part of the Agreement is void or voidable. Venue for arbitration hereunder shall be within the state where the customer’s property, that is the subject of the services provided, is located.

ASSIGNMENT. The Company may assign this Agreement to a related or affiliated entity upon written notice to the Customer.

NOTICES. All notices, requests, consents, claims, demands, waivers and other communications hereunder shall be in writing and shall be directed to the individuals and addresses listed in the signature block. Notices sent in accordance with this Section shall be deemed effectively given: (a) when received, if delivered by hand (with written confirmation of receipt); (b) when received, if sent by a nationally recognized overnight courier (receipt requested); or (c) on the third (3rd) business day after the date mailed, by certified or registered mail, return receipt requested, postage prepaid.

DISCLAIMER. SOLitude is not responsible for the failure of any treatment, equipment installation, or other work that may result from dam or other structural failures, severe weather and storms, flooding, or other acts of God that are outside of the control of SOLitude. Customer understands and acknowledges that there are irrigation restrictions associated with many of the products used to treat lakes and ponds. The Customer is responsible for notifying SOLitude in advance of the contract signing and the start of the Agreement if they utilize any of the water in their lakes or ponds for irrigation purposes. The Customer accepts full responsibility for any issues that may arise from the irrigation of turf, ornamentals, trees, crops, or any other plants as a result of treated water being used by the Customer for irrigation without the consent or knowledge of SOLitude. Although there is rarely direct fish toxicity with the products used for treatment when applied at the labeled rate, or the installation and normal operation of the equipment we install, there is a risk under certain circumstances of significant dissolved oxygen drops. This risk is most severe in times of extremely hot weather and warm water temperatures, as these are the conditions during which dissolved oxygen levels are naturally at their lowest levels. Oftentimes, lakes and ponds will experience natural fish kills under these conditions even if no work is performed. Every effort, to include the method and timing of application, the choice of products and equipment used, and the skill and training of the staff, is made to avoid such problems. However, the Customer understands and accepts that there is always a slight risk of the occurrence of adverse conditions outside the control of SOLitude that will result in the death of some fish and other aquatic life. The Customer also understands and accepts that similar risks would remain even if no work was performed. The Customer agrees to hold SOLitude harmless for any issues with fish or other aquatic life which occur as described above, or are otherwise outside the direct control of SOLitude, unless there is willful negligence on the part of SOLitude.

BINDING. This Agreement shall inure to the benefit of and be binding upon the legal representatives and successors of the parties.

ENTIRE AGREEMENT.  This Agreement constitutes the entire agreement between the parties with respect to the subject matter and replaces any prior agreements or understandings, whether in writing or otherwise. This Agreement may not be modified or amended except by written agreement executed by both parties. In the event that any provision of this Agreement is determined to be void, invalid, or unenforceable, the validity and enforceability of the remaining provisions of this Agreement shall not be affected.

SEVERABILITY. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining Terms and Conditions of this Agreement shall remain in full force and effect.

[SIGNATURES FOLLOW ON THE NEXT PAGE]

By signing below, the parties agree to be bound by the terms and conditions of this Agreement and any accompanying schedules as of the Effective Date.

ACCEPTED AND APPROVED:

SOLITUDE LAKE MANAGEMENT, LLC.	LIVE OAK LAKE CDD

Signature: 				Signature: 		 Printed Name: 				Printed Name: 		 Title: 				Title: 	
Date: 		Date: 	

Please Remit All Payments to:	Customer’s Address for Notice Purposes: SOLitude Lake Management, LLC
1320 Brookwood Drive Suite H		
Little Rock AR 72202

Please Mail All Notices and Agreements to:

SOLitude Lake Management, LLC 1253 Jensen Drive, Suite 103 Virginia Beach, VA 23451

SCHEDULE A – SCOPE OF SERVICES

Fountain Installation:
1.	Company will install the following floating surface aerator:
1	Airmax Lake Series 3 HP (230V/1PH)
Includes:	Crown & Gusher Nozzle
Standard Stainless-Steel Intake Debris Screen
200 ft. of underwater power cable
Underwater Oil Cooled motor w/ Thermal Protection Control Panel (UL Listed / NEMA Rated)
GFCI Protection Breaker Motor Starter / Contactor
Motor Overload Protection Assembly 24-hour Digital Programmable Timer* Control Fuse Protection
All labor and parts necessary for proper installation***

*Programmable digital timer includes complete daily programmability, automatic adjustments for daylight savings time, battery backup, etc. so as to eliminate the need for service calls and adjustments that occur as a result of power outages, sunrise and sunset time changes, daylight savings time, and more.
Easy programming with daily, weekly & impulse programming (up to 20 events) LED power indicator
LCD screen display
Lithium battery for memory backup Three-way operation manual Digital Electronics time switch
One touch, multi-functional keys

**Customer must provide a properly sized power source for the amp load and voltage requirement of the units specified above, and a suitable structure adjacent to the power source to which the control panel will be mounted. Single-phase 208/240V units will require a 2-pole breaker for fountain control panel electrical connection and must be configured with 3 wire (2 hots + 1 neutral) and 1 ground wire for fountain control panel connection. SŌLitude Lake Management® is not responsible for electrical permits or inspections that might be required if new electrical service is ordered. Permits and inspections are the sole responsibility of the customer and the customer’s electrician who is responsible for providing the necessary electrical service as described above.

***The cost for installation is based on the assumption that power is available within 30 feet of the pond, and that no obstacles exist between the power source and the pond (i.e., concrete/asphalt walkways, retaining walls, utilities, landscaped areas, trees).

Lighting Installation:
1.	Fountain will include an RGBW (red, green, blue, white) LED Underwater Lighting Package:
	Includes:	9 Underwater LED RGBW Lights
200 ft. of underwater power cable
Control panel with nine (9) preset programs featuring endless color options.	
		Adjustable Above Waterline, Snap-On Design
Wireless RF Remote with 200’ Range 24-hour Digital Programmable Timer* GFCI Protection Breaker
Control Breaker Control Fuse Protection
All labor and parts necessary for proper installation	

Warranty:
Company warrants that all installation work will be done in a safe and professional manner.
Manufacturer warrants fountains for five (5) years from the date of installation against any defects in materials and workmanship.
Manufacturer warrants light sets for three (3) years from the date of installation against any defects in materials and workmanship.
Company warrants all labor for the fountain/aeration system for a period of 90 days from the date of installation.
The manufacturer’s warranty and the SŌLitude Lake Management® warranty will be voided if:
Any person not specifically authorized by the manufacturer and by SŌLitude Lake Management® performs any service, repair, or other work to the fountain aeration system.
The fountain system is used in any manner inconsistent with its intended use or in any manner that is not in accordance with the manufacturer’s instructions.

General Qualifications:
Company is a licensed pesticide applicator in the state in which service is to be provided.
Individual Applicators are Certified Pesticide Applicators in Aquatics, Public Health, Forestry, Right of Way, and Turf/Ornamental as required in the state in which service is to be provided.
Company is a SePRO Preferred Applicator and dedicated Steward of Water. Each individual applicator has been trained and educated in the water quality testing and analysis required for prescriptive site-specific water quality management and utilizes an integrated approach that encompasses all aspects of ecologically balanced management. Each applicator has received extensive training in the proper selection, use, and application of all aquatic herbicides, algaecides, adjuvants, and water quality enhancement products necessary to properly treat our Customers’ lakes and ponds as part of an overall integrated pest management program.
Company guarantees that all products used for treatment are EPA registered and labeled as appropriate and safe for use in lakes, ponds, and other aquatic sites, and are being applied in a manner consistent with their labeling.
All pesticide applications made directly to the water or along the shoreline for the control of algae, aquatic weeds, or other aquatic pests as specified in this Agreement will meet or

exceed all of the Company’s legal regulatory requirements as set forth by the EPA and related state agencies for NPDES and FIFRA. Company will perform treatments that are consistent with NPDES compliance standards as applicable in and determined by the specific state in which treatments are made. All staff will be fully trained to perform all applications in compliance with all federal, state, and local law.
Company will furnish the personnel, vehicles, boats, equipment, materials, and other items required to provide the foregoing at its expense. The application method and equipment (boat, ATV, backpack, etc.) used is determined by our technician at the time of the treatment to ensure the most effective method is provided for optimal results.

SCHEDULE B – PRICING SCHEDULE
Total Price: $16,500.00 Price is valid for 60 days from the Effective Date Due upon execution of this Agreement: 50% of the Total Price
Due upon completion of the services: remaining 50% of the Total Price

Section D

Section 1

	LIVE OAK LAKE		
	COMMUNITY DEVELOPMENT DISTRICT		

GENERAL FUND	Check Run Summary February 5, 2025		
Date	Check Numbers	Amount	
11/19/24	594-605	$116,674.19	
11/20/24	606-608	$8,175.94	
12/19/24	609-617	$46,648.24	
12/23/24	618-620	$10,835.31	
01/14/25	621-629	$1,074,536.19	
01/20/25	630-632	$21,627.57	
Total		$1,278,497.44	

Page 12

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	1/29/25	PAGE	13
*** CHECK NOS. 000594-050000	LIVE OAK LAKES-GENERAL FUND BANK B LOL-GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
11/19/24 00036 10/31/24 00103549 202410 320-53800-46801	*	2,963.75
SVCS-10/24
CLARKE ENVIRONMENTAL MOSQUITO	2,963.75 000594
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/19/24 00006 10/25/24 22425550 202409 310-51300-31100	*	890.00
SERVICE THRU 9/27/2024
DEWBERRY ENGINEERS INC.	890.00 000595
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/19/24 00040 10/17/24 3	202410 310-51300-31300	*	100.00
AMORTIZATION SCHEDULE
DISCLOSURE SERVICES LLC	100.00 000596
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/19/24 00010 10/22/24 86583155 202410 310-51300-42000	*	51.44
DELIVERIES THRU 10/16/24
FEDEX	51.44 000597
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/19/24 00001	9/30/24 120	202409 320-53800-46800	*	3,143.04
INSTALL 21 ACRES GAMBUSIA
11/01/24 122	202411 310-51300-34000	*	3,541.67
MGMT FEES-11/24
11/01/24 122	202411 310-51300-35101	*	105.00
WEBSITE ADMINISTRATION
11/01/24 122	202411 310-51300-35100	*	157.50
INFORMATION TECHNOLOGY
11/01/24 122	202411 310-51300-31300	*	437.50
DISSEMINATION AGT SVCS
11/01/24 122	202411 310-51300-51000	*	.36
OFFICE SUPPLIES
11/01/24 122	202411 310-51300-42000	*	8.32
POSTAGE
11/01/24 9-112024 202411 320-53800-34000	*	1,378.17
FIELD MGMT-11/24
GMS-CENTRAL FLORIDA, LLC	8,771.56 000598
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/19/24 00030 11/01/24 27717-26 202411 320-53800-35000	*	500.00
MGMT FEES-11/24
IRRIGATION MANAGEMENT CONSULTING	500.00 000599
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/19/24 00024	9/01/24 281720	202409 320-53800-46200	*	22,585.75
SEPT 24 LANDSCAPE MAINT.
9/30/24 287495	202409 320-53800-46210	*	105,679.76
SOD REPLACE/PLANTER POT
10/31/24 288060	202410 320-53800-46200	*	23,263.34
MAINT CONTRACT-10/24
11/01/24 295189	202411 320-53800-46200	*	23,263.34
MAINT CONTRACT-11/24
LOKS LIVE OAK LAKES SHENNING

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	1/29/25	PAGE	14
*** CHECK NOS. 000594-050000	LIVE OAK LAKES-GENERAL FUND BANK B LOL-GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
11/04/24 293438	202411 320-53800-46210	*	5,400.00
STORM CLEAN UP 11/24
9/01/24 281720	202409 320-53800-46200	V	22,585.75- SEPT 24 LANDSCAPE MAINT.
9/30/24 287495	202409 320-53800-46210	V	105,679.76- SOD REPLACE/PLANTER POT
10/31/24 288060	202410 320-53800-46200	V	23,263.34- MAINT CONTRACT-10/24
11/01/24 295189	202411 320-53800-46200	V	23,263.34- MAINT CONTRACT-11/24
11/04/24 293438	202411 320-53800-46210	V	5,400.00- STORM CLEAN UP 11/24
JUNIPER LANDSCAPING OF FLORIDA, LLC	.00 000600
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/19/24 00033 10/31/24 3469963	202409 310-51300-31500	*	3,345.00
SVCS-09/24 GENERAL COUNSE
10/31/24 3469965	202409 310-51300-31500	*	1,386.00
SVCS-09/24 SERIES 2020 PR
KUTAK ROCK LLP	4,731.00 000601
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/19/24 00004 11/19/24 102024	202410 300-20700-10000	*	9,231.53
TXFER OF TAX RECEIPTS
11/19/24 11192024 202409 300-20700-10000	*	8,016.20
TXFER OF TAX RECEIPTS
LIVE OAK LAKE CDD	17,247.73 000602
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/19/24 00039 11/19/24 092024	202409 300-20700-10000	*	275.26
TXFER OF TAX RECEIPTS
11/19/24 112024	202411 300-20700-10000	*	1,390.56
TXFER OF TAX RECEIPTS
LIVE OAK LAKE CDD	1,665.82 000603
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

320-53800-46800	*	1,474.00	
320-53800-46800	*	865.28	

11/19/24 00032	1/10/24 PSI24625 202411 320-53800-46800	*	2,901.18 MAINT-11/24
11/01/24 PSI20918 202411
MAINT-11/24 11/02/24 PSI24716 202411
MAINT-11/24
SOLITUDE LAKE MANAGEMENT	5,240.46 000604
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/19/24 00024	9/01/24 281720	202409 320-53800-46200	*	22,585.75
SEPT 24 LANDSCAPE MAINT.
10/31/24 288060	202410 320-53800-46200	*	23,263.34
MAINT CONTRACT-10/24
11/01/24 295189	202411 320-53800-46200	*	23,263.34
MAINT CONTRACT-11/24
LOKS LIVE OAK LAKES SHENNING

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	1/29/25	PAGE	15
*** CHECK NOS. 000594-050000	LIVE OAK LAKES-GENERAL FUND BANK B LOL-GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
11/04/24 293438	202411 320-53800-46210	*	5,400.00
STORM CLEAN UP 11/24
JUNIPER LANDSCAPING OF FLORIDA, LLC	74,512.43 000605
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11/20/24 00035 10/11/24 02232634 202410 320-53800-43000	*	56.94

	ORLANDO UTILITIES COMMISSION													56.94	000606	
- - - - - - - -	- - - - - - - - -	- - - - - - - - - - - - - - - - - - - - - - - -	-	-	-	-	-	- -	-	-	-	-	-	- - - - -	- - - - -	- - -	
11/20/24 00037	10/23/24 62619-10	202410 320-53800-43100						*						4,429.13			
	SERVICE	THRU 10/11/2024															
		TOHO WATER AUTHORITY													4,429.13	000607	
- - - - - - - -	- - - - - - - - -	- - - - - - - - - - - - - - - - - - - - - - - -	-	-	-	-	-	- -	-	-	-	-	-	- - - - -	- - - - -	- - -	
11/20/24 00037	10/23/24 62746-10	202410 320-53800-43100						*						3,689.87			
	SERVICE	THRU 10/11/2024															
		TOHO WATER AUTHORITY													3,689.87	000608	
- - - - - - - -	- - - - - - - - -	- - - - - - - - - - - - - - - - - - - - - - - -	-	-	-	-	-	- -	-	-	-	-	-	- - - - -	- - - - -	- - -	
12/19/24 00036	12/09/24 00103560	202411 320-53800-46801						*						2,963.75			

SERVICE THRU 10/11/2024

SVCS 11/24

CLARKE ENVIRONMENTAL MOSQUITO	2,963.75 000609

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12/19/24 00006 12/12/24 22430451 202411 310-51300-31100	*	785.00
SVCS THRU 11/29/24
DEWBERRY ENGINEERS INC.	785.00 000610
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12/19/24 00010 11/26/24 86942869 202411 310-51300-42000	*	140.12
SVCS 11/24
FEDEX	140.12 000611

12/19/24 00001	12/01/24	
	12/01/24	
	12/01/24	
	12/01/24	
	12/01/24	

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
125	202412 310-51300-34000	*	3,541.67
MGMT FEE 12/24
125	202412 310-51300-35101	*	105.00
WEBSITE ADMIN 12/24
125	202412 310-51300-35100	*	157.50
INFORMATION TECH 12/24
125	202412 310-51300-31300	*	437.50
DISSEMINATION AGENT SVCS
125	202412 310-51300-51000	*	.21
OFFICE SUPPLIES 12/24
12/01/24 125	202412 310-51300-42000	*	27.98
POSTAGE 12/24
12/01/24 126	202412 320-53800-34000	*	1,378.17
FIELD MGMT 12/24
GMS-CENTRAL FLORIDA, LLC	5,648.03 000612
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12/19/24 00030 12/02/24 27717-27 202412 320-53800-35000	*	500.00
MGMT FEE 12/24
IRRIGATION MANAGEMENT CONSULTING	500.00 000613
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
LOKS LIVE OAK LAKES SHENNING

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	1/29/25	PAGE	16
*** CHECK NOS. 000594-050000	LIVE OAK LAKES-GENERAL FUND BANK B LOL-GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
12/19/24 00024 12/01/24 298767	202412 320-53800-46200	*	23,263.34
MAINT 12/24
JUNIPER LANDSCAPING OF FLORIDA, LLC	23,263.34 000614

12/19/24 00033	11/25/24	
	11/25/24	
	11/25/24	
	11/25/24	
	12/18/24	

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3484697	202410 310-51300-31500	*	2,180.50

300-13100-10000	*	787.50	
310-51300-31500	*	787.50	
300-20700-10000	*	787.50-	

SVCS 10/24 3484698	202410
SVCS 10/24 3484698	202410
SVCS 10/24 3484698	202410
SVCS 10/24
3499619	202411 310-51300-31500	*	1,389.50
SVCS 11/24
KUTAK ROCK LLP	4,357.50 000615
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12/19/24 00032 11/26/24 PSI12559 202411 320-53800-46810	*	574.69
FOUNTAIN REPAIRS 11/24
12/01/24 PSI12767 202412 320-53800-46800	*	1,474.00 ANNUAL MAINT 12/24
12/02/24 PSI13134 202412 320-53800-46800	*	2,901.18 MAINT 12/24
SOLITUDE LAKE MANAGEMENT	4,949.87 000616
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12/19/24 00005 11/25/24 7553121	202411 310-51300-32300	*	4,040.63
FEES 11/01-10/31/25
US BANK	4,040.63 000617
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12/23/24 00035 11/11/24 02232634 202411 320-53800-43000	*	56.79
SERVICE THRU 11/11/2024
ORLANDO UTILITIES COMMISSION	56.79 000618
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12/23/24 00037 11/20/24 62619-11 202411 320-53800-43100	*	3,758.01
SERVICE THRU 11/12/2024
TOHO WATER AUTHORITY	3,758.01 000619
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
12/23/24 00037 11/20/24 62746-11 202411 320-53800-43100	*	7,020.51
SERVICE THRU 11/12/2024
TOHO WATER AUTHORITY	7,020.51 000620
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1/14/25 00045	1/01/25 4059807	202501 320-53800-46200	*	21,701.00
JAN 25 LANDSCAPE MAINT.
1/10/25 4059808	202501 320-53800-46210	*	1,950.00
TREE TRIMMING/SHRUB REMVL
BLADE RUNNERS COMMERICAL	23,651.00 000621
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
LOKS LIVE OAK LAKES SHENNING

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	1/29/25	PAGE	17
*** CHECK NOS. 000594-050000	LIVE OAK LAKES-GENERAL FUND BANK B LOL-GENERAL FUND
CHECK	VEND#	.....INVOICE..... ...EXPENSED TO...		VENDOR NAME	STATUS	AMOUNT	....CHECK..... DATE			DATE	INVOICE	YRMO	DPT ACCT# SUB	SUBCLASS				AMOUNT	#
1/14/25 00036 12/20/24 00103565 202412 320-53800-46801	*	2,963.75
DEC 24 MIDGE SERVICE
CLARKE ENVIRONMENTAL MOSQUITO	2,963.75 000622
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1/14/25 00010 11/12/24 86799028 202411 310-51300-42000	*	48.93
DELIVERIES THRU 11/12/24
12/17/24 96867754 202412 310-51300-42000	*	3.91
DELIVERIES THRU 12/17/24
12/24/24 87212232 202412 310-51300-42000	*	50.14
DELIVERIES THRU 12/24/24
12/31/24 96875513 202411 310-51300-42000	*	10.90
DELIVERIES THRU 12/31/24
FEDEX	113.88 000623
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1/14/25 00001 11/30/24 128	202411 320-53800-46000	*	500.00
NOV 24 GENERAL MAINT.
GMS-CENTRAL FLORIDA, LLC	500.00 000624
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1/14/25 00016	1/08/25 26724	202409 310-51300-31600	*	1,200.00
ARBITRAGE 2020-2 YEARS
GRAU & ASSOCIATES	1,200.00 000625
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1/14/25 00030	1/02/25 27717-28 202501 320-53800-35000	*	500.00
IRRIGATION MAINTENANCE
IRRIGATION MANAGEMENT CONSULTING	500.00 000626
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1/14/25 00004	1/14/25 01142025 202501 300-20700-10000	*	907,444.14

- - - - - - - -	LIVE OAK
- - - - - - - - - - - - - - - - - - - - - - -	LAKE CDD
- - - - - - - -	-	-	-	-	-	-	-	- -	-	-	-	-	907,444.14
- - - - - - - - - - -	000627
- - -	
1/14/25 00039	1/14/25 01142025 202501 300-20700-10000									*					136,689.42		
	TRANSFER TAX RECEIPTS																
	LIVE OAK	LAKE CDD													136,689.42	000628	
- - - - - - - -	- - - - - - - - - - - - - - - - - - - - - - -	- - - - - - - -	-	-	-	-	-	-	-	- -	-	-	-	-	- - - - - - - - - - -	- - -	
1/14/25 00032	1/01/25 PSI13424 202501 320-53800-46800									*					1,474.00		
	JAN 25 LAKE MAINTENANCE																
	SOLITUDE	LAKE MANAGEMENT													1,474.00	000629	
- - - - - - - -	- - - - - - - - - - - - - - - - - - - - - - -	- - - - - - - -	-	-	-	-	-	-	-	- -	-	-	-	-	- - - - - - - - - - -	- - -	
1/20/25 00035	12/12/24 02232634 202412 320-53800-43001									*					11,516.96		
	SERVICE THRU 12/10/2024																
	12/12/24 02232634 202412 320-53800-43000									*					28.26		
	SERVICE THRU 12/10/2024																
	12/12/24 02232634 202412 320-53800-43000									*					23.83		
	SERVICE THRU 12/10/2024																

TRANSFER TAX RECEIPTS

ORLANDO UTILITIES COMMISSION	11,569.05 000630
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
LOKS LIVE OAK LAKES SHENNING

AP300R	YEAR-TO-DATE ACCOUNTS PAYABLE PREPAID/COMPUTER CHECK REGISTER	RUN	1/29/25	PAGE	18

CHECK	VEND# DATE	.....INVOICE..... DATE	INVOICE	...EXPENSED TO...		VENDOR NAME YRMO	DPT ACCT# SUB	SUBCLASS		STATUS		AMOUNT	....CHECK..... AMOUNT	#	
1/20/25 00037	12/18/24 62619-12
SERVICE	202412 320-53800-43100
TOHO WATER AUTHORITY		*		5,430.51	
5,430.51 000631	
- - - - - - - -	- - - - - - - - -	- - - - - - - - - - - - - - - - - - - - - -	- - - - -	- - - -	- - - - -	- - - - -	- - - - - - - -	
1/20/25 00037	12/18/24 62746-12
SERVICE	202412 320-53800-43100
TOHO WATER AUTHORITY		*		4,628.01	
4,628.01 000632	
- - - - - - - -	- - - - - - - - -	- - - - - - - - - - - - - - - - - - - - - -	- - - - -	- - - -	- - - - -	- - - - -	- - - - - - - -	

*** CHECK NOS. 000594-050000	LIVE OAK LAKES-GENERAL FUND BANK B LOL-GENERAL FUND

THRU 12/12/2024

THRU 12/12/2024

TOTAL FOR BANK B	1,278,497.44
TOTAL FOR REGISTER	1,278,497.44

LOKS LIVE OAK LAKES SHENNING

LIVE OAK LAKE
COMMUNITY DEVELOPMENT DISTRICT
Special Assessment Receipts Fiscal Year 2025

ASSESSMENTS - TAX COLLECTOR

DATE	DESCRIPTION

GROSS AMOUNT	DISCOUNTS/PENALTIES	COMMISSIONS

INTEREST

NET RECEIPTS

$380,100.30
FY 2025
.36300.10000
24.57%
O&M Portion

$1,013,900.00
FY 2025
.36300.10000
65.55%

$152,725.00	$1,546,725.30
FY 2025	TOTAL
.36300.10000
9.87%

16 DSF Portion 20 DSF Portion

100.00%
Total

11/18/24
11/21/24
12/10/24
12/19/24

CURRENT DISTRIBUTION CURRENT DISTRIBUTION CURRENT DISTRIBUTION CURRENT DISTRIBUTION

$15,147.45
$244,762.40
$1,017,216.60
$181,205.65

$777.15
$9,790.31
$40,687.90
$7,068.92

$287.41
$4,699.44
$19,530.57
$3,482.73

$0.00
$0.00
$0.00
$0.00

$14,082.89
$230,272.65
$956,998.13
$170,654.00

$3,460.80
$56,588.40
$235,177.69
$41,937.40

$9,231.53
$150,946.93
$627,325.62
$111,866.08

$1,390.56
$22,737.32
$94,494.83
$16,850.52

$14,082.89
$230,272.65
$956,998.13
$170,654.00

TOTAL

$1,458,332.10

$58,324.28

$28,000.15

$0.00	$1,372,007.67

$337,164.28	$899,370.16	$135,473.23	$1,372,007.67

357294.28

GROSS 94.29%

$135,360.91	$900,400.00	$1,035,760.91
ASSESSMENTS-DIRECT	FY 2025	FY2025	TOTAL

DATE

BILLED AMOUNT

AMOUNT RECEIVED

NET RECEIPTS

.36300.10100	.36300.10100

	O&M	DSF Portion	Total	
	
$43,261.35	
$0.00	
$43,261.35	
				
	$43,261.35	$0.00	$43,261.35	

13.07%	86.93%

NLV	10/29/24	$43,261.35	$43,261.35	$43,261.35

TOTAL

$43,261.35

$43,261.35

$43,261.35

ASSESSMENTS COMBINED

GROSS AMOUNT ASSESSED

TAX COLLECTOR RECEIVED

DIRECT RECEIVED

NET PERCENTAGE TOTAL COLLECTED	COLLECTED

O & M	$515,461.21	$337,164.28	$43,261.35	$380,425.63	73.80%
DEBT SERVICE	$2,067,025.00	$899,370.16	$0.00	$899,370.16	43.51%

TOTAL

$2,582,486.21

$1,236,534.44

$43,261.35

$1,279,795.79

Page 19

Section 2

Live Oak Lake
Community Development District

Unaudited Financial Reporting
December 31, 2024

	Table of Contents	

1

2-3

4

5

6

7

8

9-10

11

12-18

	Balance Sheet

	General Fund

	Impact Fee Fund

	Debt Service Fund Series 2016

	Debt Service Fund Series 2020

	Capital Projects Fund Series 2016

	Capital Projects Fund Series 2020

	Month to Month

	Long Term Debt Report

	Check Run Summary

19		Assessment Receipt Schedule

Live Oak Lake
Community Development District Combined Balance Sheet December 31, 2024

	General Fund	Impact Fee Fund	Debt Service Fund	Capital Projects Fund	Totals Governmental Funds	
Assets:						
Cash:						
Operating Account	$	1,437,794	$	104,541	$	-	$	-	$	1,542,335	
Due from Impact Fee Fund	$	39,561	$	-	$	-	$	-	$	39,561	
Due from General Fund	$	-	$	-	$	1,034,389	$	-	$	1,034,389	

$	480	$	-	$	-	$	-	$	480	
$	18,237	$	-	$	-	$	-	$	18,237	

Deposits Investments:
Bank United
Series 2016
Reserve	
$	
-	$	-	
$	953,675	$	-	$	953,675	
Revenue	$	-	$	-	$	223,021	$	-	$	223,021	
Construction Series 2020
Reserve	$

$	-	$	-

-	$	-	$	-	$	278	$	278

$	989,553	$	-	$	989,553	
Revenue	$	-	$	-	$	128,297	$	-	$	128,297	
Construction	$	-	$	-	$	-	$	89	$	89	
Total Assets	$	1,496,071	$	104,541	$	3,328,936	$	367	$	4,929,916	
Liabilities:
Accounts Payable	

$	

135,723	$	-	

$	-	$	-	$	135,723	
Due to Debt Service	$	1,034,389	$	-	$	-	$	-	$	1,034,389	
Due to General Fund	$	-	$	39,561	$	-	$	-	$	39,561	
Total Liabilites	$	1,170,113	$	39,561	$	-	$	-	$	1,209,673	
Fund Balance:
Nonspendable:
Prepaid Items	$	480	$	- Restricted for:
Impact Fee	$	-	$	64,981	

$

$	

$

$	

-	$	480

-	$	64,981	
Debt Service - Series 2016	$	-	$	-	$	2,077,003	$	-	$	2,077,003	
Debt Service - Series 2020	$	-	$	-	$	1,251,933	$	-	$	1,251,933	
Capital Projects - Series 2016	$	-	$	-	$	-	$	278	$	278	
Capital Projects - Series 2020	$	-	$	-	$	-	$	89	$	89	
Unassigned	$	325,479	$	-	$	-	$	-	$	325,479	
Total Fund Balances	$	325,959	$	64,981	$	3,328,936	$	367	$	3,720,242	
						
Total Liabilities & Fund Balance	$	1,496,071	$	104,541	$	3,328,936	$	367	$	4,929,916	

Revenues:		
Assessments - Tax Collector (Net)	$	357,293	$	337,164	$	337,164	$	-	
Assessments - Off Roll (Platted)	$	95,439	$	43,261	$	43,261	$	-	
Assessments - Off Roll (Unplatted)	$	31,800	$	-	$	-	$	-	
Developer Deficit Funding	$	226,920	$	56,730	$	-	$	(56,730)	
Interest Income	$	-	$	-	$	196	$	196	
Total Revenues	$	711,452	$	437,156	$	380,622	$	(56,534)	
Expenditures:					
General & Administrative:					
Supervisor Fees	$	12,000	$	3,000	$	600	$	2,400	
FICA Expense	$	918	$	230	$	46	$	184	
Engineering	$	15,000	$	3,750	$	785	$	2,965	
Dissemination	$	5,250	$	1,313	$	1,413	$	(100)	
Assessment Roll	$	5,250	$	5,250	$	5,250	$	-	
Property Appraiser	$	600	$	150	$	-	$	150	
Arbitrage	$	1,150	$	288	$	-	$	288	
Attorney	$	30,000	$	7,500	$	3,570	$	3,930	
Annual Audit	$	5,100	$	1,275	$	-	$	1,275	
Trustee Fees	$	8,100	$	8,100	$	8,081	$	19	
Management Fees	$	42,500	$	10,625	$	10,625	$	(0)	
Information Technology	$	1,890	$	473	$	473	$	-	
Postage	$	1,450	$	363	$	343	$	19	
Copies	$	250	$	63	$	18	$	45	
Rentals and Leases	$	-	$	-	$	49	$	(49)	
Insurance	$	6,684	$	6,684	$	6,501	$	183	
Legal Advertising	$	2,500	$	625	$	-	$	625	
Other Current Charges	$	350	$	88	$	-	$	88	
Office Supplies	$	100	$	25	$	1	$	24	
Dues, Licenses & Subscriptions	$	175	$	175	$	175	$	-	
Website Hosting/Compliance	$	1,260	$	315	$	315	$	-	
Total General & Administrative	$	140,527	$	50,288	$	38,244	$	12,044	

Operations & Maintenance		
Field Expenditures
Field Management	
$	16,538	
$	4,135	
$	4,135	
$	(0)	
Property Insurance	$	5,000	$	5,000	$	4,050	$	950	
Aquatic Control	$	51,200	$	12,800	$	13,879	$	(1,079)	
Mitigation Maintenance	$	2,000	$	500	$	-	$	500	
Midge Management	$	20,000	$	5,000	$	8,891	$	(3,891)	
Contingency	$	9,384	$	2,346	$	-	$	2,346	
Landscape Maintenance	$	286,000	$	71,500	$	69,790	$	1,710	
Landscaping Replacements	$	50,000	$	12,500	$	5,400	$	7,100	
Pond Fountain Maintenance	$	15,000	$	3,750	$	575	$	3,175	
Irrigation Consultant Services	$	6,000	$	1,500	$	1,500	$	-	
Irrigation Repairs	$	15,000	$	3,750	$	-	$	3,750	
General Repairs and Maintenance	$	15,000	$	3,750	$	500	$	3,250	
Electricity-Street Lights	$	43,694	$	10,924	$	11,517	$	(593)	
Electricity-Fountains	$	57,600	$	14,400	$	166		
Water-Irrigation	$	67,144	$	16,786	$	28,956	$	(12,170)	
Capital Reserve	$	17,500	$	4,375	$	-	$	4,375	
Subtotal Field Expenditures	$	677,060	$	173,015	$	149,359	$	9,422	
					
Total Operations & Maintenance	$	677,060	$	173,015	$	149,359	$	9,422	
					
Total Expenditures	$	817,587	$	223,303	$	187,603	$	21,466	
					
Excess (Deficiency) of Revenues over Expenditures	$  (106,135)		$	193,019		
					
Net Change in Fund Balance	$  (106,135)		$	193,019		
					
Fund Balance - Beginning	$	106,135		$	132,940		
					
Fund Balance - Ending	$	-		$	325,959		

Revenues:		
Impact Fees	$	-	$	-	$	-	$	-	
Interest	$	-	$	-	$	-	$	-	
Total Revenues	$	-	$	-	$	-	$	-	
Expenditures:				
Stormwater	$	-	$	-	$	788	$	(788)	
Total Expenditures	$	-	$	-	$	788	$	(788)	
				
Excess (Deficiency) of Revenues over Expenditures	$	-	$	(788)		
				
Net Change in Fund Balance	$	-	$	(788)		
				
Fund Balance - Beginning	$	-	$	65,768		
				
Fund Balance - Ending	$	-	$	64,981		

Revenues:		
Assessments - Tax Roll	$	954,030	$	899,370	$	899,370	$	-	
Interest	$	5,000	$	1,250	$	9,646	$	8,396	
Total Revenues	$	959,030	$	900,620	$	909,016	$	8,396	
Expenditures:					
Interest - 11/1	$	308,991	$	308,991	$	308,991	$	(0)	
Special Call - 11/1	$	-	$	-	$	15,000	$	(15,000)	
Principal - 5/1	$	340,000	$	-	$	-	$	-	
Interest - 5/1	$	308,991	$	-	$	-	$	-	
Total Expenditures	$	957,981	$	308,991	$	323,991	$	(15,000)	
					
Excess (Deficiency) of Revenues over Expenditures	$	1,048		$	585,025		
					
Net Change in Fund Balance	$	1,048		$	585,025		
					
Fund Balance - Beginning	$	509,632		$ 1,491,978		
					
Fund Balance - Ending	$	510,681		$ 2,077,003		

	Adopted	Prorated Budget	Actual		
	Budget	Thru 12/31/24	Thru 12/31/24	Variance	
Revenues:									
Assessments - Tax Roll	$	143,562	$	135,473	$	135,473	$	-	
Assessments - Direct	$	846,376	$	211,594	$	-	$	(211,594)	
Interest	$	5,000	$	1,250	$	9,375	$	8,125	
Total Revenues	$	994,938	$	348,317	$	144,848	$	(203,469)	

Expenditures:
Interest - 11/1 Principal - 5/1 Interest - 5/1

$	339,894	$
$	310,000	$
$	339,894	$

339,894
-
-

$	339,894	$	-
$	-	$	-
$	-	$	-

Excess (Deficiency) of Revenues over Expendit $	5,150	$  (195,046)

Total Expenditures	$	989,788	$	339,894	$	339,894	$	-

Other Financing Sources/(Uses):

Transfer In/(Out)	$	-	$	-	$	1	$	1	
Total Other Financing Sources/(Uses)	$	-	$	-	$	1	$	1	
					
Net Change in Fund Balance	$	5,150		$  (195,045)		
					
Fund Balance - Beginning	$	452,102		$ 1,446,978		
					
Fund Balance - Ending	$	457,252		$ 1,251,933		

Adopted	Prorated Budget	Actual	
Budget	Thru 12/31/24	Thru 12/31/24	Variance	

Revenues
Interest	

$	-	$	

-	$	2	

$	2	
Total Revenues	$	-	$	-	$	2	$	2	
Expenditures:
Capital Outlay	

$	-	$	

-	$	-	

$	-	
Total Expenditures	$	-	$	-	$	-	$	-	
				
Excess (Deficiency) of Revenues over Expenditures	$	-	$	2		
				
Net Change in Fund Balance	$	-	$	2		
				
Fund Balance - Beginning	$	-	$	276		
				
Fund Balance - Ending	$	-	$	278		

	Adopted	Prorated Budget	Actual		
	Budget	Thru 12/31/24	Thru 12/31/24	Variance	
Revenues
Interest	

$	-	$	-	$	1	

$	1	
Total Revenues	$	-	$	-	$	1	$	1	
Expenditures:
Capital Outlay	

$	-	$	-	$	-	

$	-	
Total Expenditures	$	-	$	-	$	-	$	-	
			
Excess (Deficiency) of Revenues over Expenditures	$	-	$	1		
Other Financing Sources/(Uses)
Transfer In/(Out)	

$	-	$	-	$	(1)	

$	(1)	
Total Other Financing Sources (Uses)	$	-	$	-	$	(1)	$	(1)	
			
Net Change in Fund Balance	$	-	$	(0)		
			
Fund Balance - Beginning	$	-	$	89		
			
Fund Balance - Ending	$	-	$	89		

	Oct-24	Nov-24	Dec-24	Jan-25	Feb-25	Mar-25	Apr-25	May-25	Jun-25	Jul-25	Aug-25	Sep-25	Total	
Revenues:				
Assessments - Tax Collector (Net)	$	-	$	60,049	$  277,115  $	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$  337,164	
Assessments - Off Roll (Platted)	$	43,261	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	43,261	
Assessments - Off Roll (Unplatted)	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Developer Deficit Funding	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	
Interest Income	$	69	$	63	$	63  $	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	196	
Total Revenues	$	43,331	$	60,113	$  277,178	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $  380,622	
Expenditures:					
General & Administrative:					
Supervisor Fees	$	-	$	600	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	600	
FICA Expense	$	-	$	46	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	46	
Engineering	$	-	$	785	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	785	
Dissemination	$	538	$	438	$	438	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	1,413	
Assessment Roll	$	5,250	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	5,250	
Property Appraiser	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Arbitrage	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Attorney	$	2,181	$	1,390	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	3,570	
Annual Audit	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Trustee Fees	$	4,041	$	4,041	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	8,081	
Management Fees	$	3,542	$	3,542	$	3,542	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	10,625	
Information Technology	$	158	$	158	$	158	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	473	
Postage	$	53	$	208	$	82	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	343	
Copies	$	18	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	18	
Rentals and Leases	$	49	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	49	
Insurance	$	6,501	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	6,501	
Legal Advertising	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Other Current Charges	$	-	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-	
Office Supplies	$	0	$	0	$	0	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	1	
Dues, Licenses & Subscriptions	$	175	$	-	$	-	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	175	
Website Hosting/Compliance	$	105	$	105	$	105	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	315	
Total Administrative	$	22,609	$	11,311	$	4,324	$	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	38,244	

Oct-24	Nov-24	Dec-24	Jan-25	Feb-25	Mar-25	Apr-25	May-25	Jun-25	Jul-25	Aug-25	Sep-25	Total

Operations & Maintenance
Field Expenditures Field Management Property Insurance Aquatic Control Mitigation Maintenance Midge Management Contingency
Landscape Maintenance Landscaping Replacements Pond Fountain Maintenance Irrigation Consultant Services Irrigation Repairs
General Repairs and Maintenance Electricity-Street Lights
Electricity-Fountains Water-Irrigation Capital Reserve

$	1,378  $
$	4,050  $
$	4,264  $
$	-  $
$	2,964  $
$	-  $
$	23,263  $
$	-  $
$	-  $
$	500  $
$	-  $
$	-  $
$	-  $
$	57  $
$	8,119  $
$	-  $

1,378  $
-  $
5,240  $
-  $
2,964  $
-  $
23,263  $
5,400  $
575  $
500  $
-  $
500  $
-  $
57  $
10,779  $
-  $

1,378  $
-  $
4,375  $
-  $
2,964  $
-  $
23,263  $
-  $
-  $
500  $
-  $
-  $
11,517  $
52  $
10,059  $
-  $

-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $
-  $	-  $

-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $

-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $
-  $	-  $	-  $

-  $	4,135
-  $	4,050
-  $	13,879
-  $	-
-  $	8,891
-  $	-
-  $	69,790
-  $	5,400
-  $	575
-  $	1,500
-  $	-
-  $	500
-  $	11,517
-  $	166
-  $	28,956
-  $	-
$	-

Excess (Deficiency) of Revenues over Expenditures	$  (23,873)  $	(1,855)  $  218,747  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $  193,019

Total Expenditures	$	67,204  $	61,967  $	58,432  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $  187,603

Total Field	$	44,595  $	50,656  $	54,108  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $	-  $  149,359

LIVE OAK LAKE
COMMUNITY DEVELOPMENT DISTRICT
Long Term Debt Report FY 2025

Series 2016, Capital Improvement Revenue Bonds	

Interest Rate:	
4.50%		
Maturity Date:	5/1/36	$5,285,000.00	
Interest Rate:	4.625%		
Maturity Date:	5/1/47	$8,220,000.00	

Excess Revenues:	
Remain In Revenue Fund		
Reserve Fund Definition:	Maximum Annual Debt Assessments		
Reserve Fund Requirement:	$955,025.00		
Reserve Fund Balance:	$953,675.00		
Bonds outstanding - 9/30/2024		$13,505,000.00	
Less:	May 1, 2025 (Mandatory)	$0.00	
Less:	November 1, 2024 (Special Call)	($15,000.00)	
Current Bonds Outstanding		$13,490,000.00	
	
Series 2020, Capital Improvement Revenue Bonds	

Interest Rate:	
3.125%		
Maturity Date:	5/1/25	$310,000.00	
Interest Rate:	3.800%		
Maturity Date:	5/1/30	$1,745,000.00	
Interest Rate:	4.400%		
Maturity Date:	5/1/40	$4,810,000.00	
Interest Rate:	4.600%		
Maturity Date:	5/1/51	$8,525,000.00	

Excess Revenues:	
Remain In Revenue Fund		
Reserve Fund Definition:	Maximum Annual Debt Assessments		
Reserve Fund Requirement:	$989,553.13		
Reserve Fund Balance:	$989,553.13		

Bonds outstanding - 9/30/2024		
$15,390,000.00	
Less:	May 1, 2025 (Mandatory)	$0.00	
Current Bonds Outstanding		$15,390,000.00	

Total Current Bonds Outstanding	$28,880,000.00

Page 11