BANNON LAKES
Community Development District
March 2, 2022

AGENDA

Bannon Lakes
Community Development District
475 West Town Place, Suite 114, St. Augustine, FL 32092 Phone: 904-940-5850 - Fax: 904-940-5899
February 15, 2022 Board of Supervisors
Bannon Lakes Community Development District
Staff Call In#: 1-888-757-2790: Code: 509700

Dear Board Members:

The Bannon Lakes Community Development District Board of Supervisors Special Meeting is scheduled for Wednesday, March 2, 2022, at 1:00 p.m. at the World Golf Village Renaissance Hotel, 500 S. Legacy Trail, St. Augustine, FL 32092.

Following is the advance agenda for this meeting:

Roll Call

Public Comment

Matters Related to Series 2022 Bond
Consideration of Resolution 2022-04, Supplemental Assessment Resolution
Supplemental Engineers’ Report

Supplemental Assessment Methodology

Other Business

Audience Comments

Supervisor’s Requests

Next Scheduled Meeting – May 4, 2022 @ 1:00 p.m. at The World Golf Renaissance Hotel, 500 S. Legacy Trail, St. Augustine, FL 32092

Adjournment

I look forward to seeing you at the meeting. In the meantime, if you have any questions, please do not hesitate to call.

Sincerely,

James Oliver James Oliver District Manager

2

THIRD ORDER OF BUSINESS

A.

RESOLUTION 2022-04

A RESOLUTION SETTING FORTH THE SPECIFIC TERMS OF THE BANNON LAKES COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022; MAKING CERTAIN FINDINGS AND CONFIRMING AND ADOPTING AN ENGINEER’S REPORT AND A SUPPLEMENTAL ASSESSMENT REPORT; CONFIRMING THE MAXIMUM ASSESSMENT LIEN SECURING 2022 BONDS; ADDRESSING THE ALLOCATION AND COLLECTION OF THE ASSESSMENTS SECURING THE 2022 BONDS; ADDRESSING TRUE-UP PAYMENTS; PROVIDING FOR THE SUPPLEMENTATION OF THE IMPROVEMENT LIEN BOOK; PROVIDING FOR THE RECORDING OF A NOTICE OF ASSESSMENTS; PROVIDING FOR CONFLICTS, SEVERABILITY AND AN EFFECTIVE DATE.

WHEREAS, the Bannon Lakes Community Development District (“District”) has previously indicated its intention to undertake, install, establish, construct or acquire certain public improvements and to finance such public improvements through the imposition of special assessments on benefited property within the District and the issuance of bonds; and

WHEREAS, on November 23, 2015, the District’s Board of Supervisors (“Board”) previously adopted, after notice and public hearing, Resolution 2016-31, relating to the imposition, levy, collection and enforcement of such special assessments; and

WHEREAS, pursuant to and consistent with the terms of Resolution 2016-31, this Resolution shall set forth the terms of bonds actually issued by the District, and apply the adopted special assessment methodology to the actual scope of the project to be completed with a series of bonds and the terms of the bond issue; and

WHEREAS, on February 10, 2022, the District entered into that certain Bond Purchase Agreement with FMSbonds, Inc., whereby the District agreed to sell its Bannon Lakes Community Development District Special Assessment Revenue Bonds, Series 2022 (“2022 Bonds”) in the par amount of $9,135,000; and

WHEREAS, pursuant to and consistent with Resolution 2016-31, the District desires to set forth the particular terms of the sale of the 2022 Bonds and confirm the lien of the levy of special assessments securing the 2022 Bonds.

NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE BANNON LAKES COMMUNITY DEVELOPMENT DISTRICT AS FOLLOWS:

SECTION 1. INCORPORATION OF RECITALS. All of the above representations, findings and determinations contained above are recognized as true and accurate and are expressly incorporated into this Resolution.

SECTION 2. AUTHORITY FOR THIS RESOLUTION. This Resolution is adopted pursuant to the provisions of Florida law, including Chapters 170, 190 and 197, Florida Statutes, and Resolution 2016-31.

SECTION   3.	FINDINGS; ADOPTION OF ENGINEER’S REPORT AND
SUPPLEMENTAL ASSESSMENT REPORT. The Board of Supervisors of the Bannon Lakes Community Development District hereby finds and determines as follows:

On November 23, 2015, the District, after due notice and public hearing, adopted Resolution 2016-31, which, among other things, equalized, approved, confirmed and levied special assessments on property benefiting from the improvements authorized by the District. That Resolution provided that as each series of bonds were issued to fund all or any portion of the District’s improvements, a supplemental resolution would be adopted to set forth the specific terms of the bond and certify the amount of the lien of the special assessments securing any portion of the bonds, including interest, costs of issuance, the number of payments due, any true-up amounts and the application of receipt of any true-up proceeds.

The Bannon Lakes Community Development District Supplemental Engineer’s Report for Master Infrastructure – Phase 3 Improvement Capital Improvement Plan dated February 15, 2022, attached to this Resolution as Exhibit A (“Engineer’s Report”), identifies and describes the presently expected components of the infrastructure improvements to be financed in part with the 2022 Bonds (“2022 Project”), and the estimated costs of the 2022 Project as $9,716,346. The District hereby confirms that the 2022 Project serves a proper, essential and valid public purpose. The Engineer’s Report is hereby approved, adopted, and confirmed. The District ratifies its use in connection with the sale of the 2022 Bonds.

The Bannon Lakes Community Development District Supplemental Special Assessment Methodology Report for the Special Assessment Revenue Bonds Series 2022 - Phase 2B and 2C dated February 10, 2022, attached to this Resolution as Exhibit B (“Supplemental Assessment Report”), applies the adopted Master and Neighborhood Special Assessment Methodology Report dated October 19, 2015 (“Master Assessment Report”), for the District, to the 2022 Project and the actual terms of the 2022 Bonds. The Supplemental Assessment Report is hereby approved, adopted and confirmed. The District ratifies its use in connection with the sale of the 2022 Bonds.

The 2022 Project will specially benefit all developable property within the District including Phases 2B and 2C of the District. It is reasonable, proper, just and right to assess the portion of the costs of the 2022 Project financed with the 2022 Bonds to the specially benefited properties within the District as set forth in Resolution 2016-31 and this Resolution.

SECTION	4.	CONFIRMATION	OF	MAXIMUM	ASSESSMENT	LIEN
SECURING 2022 BONDS. As provided in Resolution 2016-31, this Resolution is intended to set forth the terms of the 2022 Bonds and the final amount of the lien of the special assessments securing those bonds. The 2022 Bonds, in a par amount of $9,135,000, shall bear such rates of interest and maturity as shown on Exhibit C attached hereto. The estimated sources and uses of funds of the 2022 Bonds shall be as set forth in Exhibit D.  The debt service due on the 2022

Bonds is set forth on Exhibit E attached hereto. The lien of the special assessments securing the 2022 Bonds shall be the principal amount due on the 2022 Bonds, together with accrued but unpaid interest thereon, and together with the amount by which annual assessments are grossed up to include early payment discounts required by law and costs of collection.

SECTION 5.  ALLOCATION OF ASSESSMENTS SECURING 2022 BONDS.

The special assessments for the 2022 Bonds (“2022 Assessments”) shall be allocated in accordance with Exhibit B, which allocation shall initially be on a per acre basis and further allocated as lands are platted, unless such lands are already platted, in which case the assessments shall be allocated to the platted units. The Supplemental Assessment Report is consistent with the District’s Master Assessment Report. The Supplemental Assessment Report, considered herein, reflects the actual terms of the issuance of the District’s 2022 Bonds. The estimated costs of collection of the 2022 Assessments are as set forth in the Supplemental Assessment Report.

To the extent land is added to the District, the District may, by supplemental resolution, determine such land to be benefited by the 2022 Project and reallocate the 2022 Assessments and impose special assessments on the newly added and benefited property.

Taking into account capitalized interest and earnings on certain funds and accounts as set forth in the Master Trust Indenture and Third Supplemental Trust Indenture, the District shall begin annual collection of the 2022 Assessments using the methods available to it by law. Debt service payments and semi-annual installments of interest are reflected on Exhibit E.

Section 7 of Resolution 2016-31 sets forth the terms for collection and enforcement of the 2022 Assessments. The District hereby certifies the 2022 Assessments for collection and directs staff to take all actions necessary to meet the time and other deadlines imposed by St. Johns County for collection and other Florida law. The District Manager shall prepare or cause to be prepared each year a tax roll for purposes of effecting the collection of the special assessments and present same to the District Board as required by law. The District Manager is further directed and authorized to take all actions necessary to collect special assessments on property using methods available to the District authorized by Florida law in order to provide for the timely payment of debt service.

SECTION 6. APPLICATION OF TRUE-UP PAYMENTS. Pursuant to Resolution 2016-31, there may be required from time to time certain True-Up Payments (as defined in Resolution 2016-31 and set forth in more detail herein). As lands are platted or approved for development, the special assessments securing the Series 2022 Bonds shall be allocated to the platted lands and the unplatted lands as set forth in Resolution 2016-31, this Resolution, and the Supplemental Assessment Report, including, without limitation, the application of the True-Up process set forth in Section 8 of Resolution 2016-31. Based on the final par amount of $9,135,000 in Series 2022 Bonds, the True-Up calculations will be made in accordance with the process set forth in the Supplemental Assessment Report. The District shall apply all True-Up Payments related to the 2022 Bonds only to the credit of the 2022 Bonds. All True-Up Payments, as well as all other prepayments of assessments, shall be deposited into the accounts specified in the Third Supplemental Indenture, dated as of March 1, 2022, governing the 2022 Bonds. True up payments,

if any, shall be part of the 2022 Assessments and shall be collected and enforced in the same manner as the 2022 Assessments.

SECTION 7. IMPROVEMENT LIEN BOOK. Immediately following the adoption of this Resolution, the 2022 Assessments as reflected herein shall be recorded by the Secretary of the Board of the District in the District’s Improvement Lien Book. The 2022 Assessments shall be and shall remain a legal, valid, and binding first lien against all benefitted property as described in Exhibit B until paid and such lien shall be coequal with the lien of all state, county, district, municipal or other governmental taxes and superior in dignity to all other liens, titles, and claims.

SECTION 8. ASSESSMENT NOTICE. The District’s Secretary is hereby directed to record a Notice of 2022 Assessments in the Official Records of St. Johns County, Florida, or such other instrument evidencing the actions taken by the District.

SECTION 9. CONFLICTS. This Resolution is intended to supplement Resolution 2016- 31, which remains in full force and effect. This Resolution and Resolution 2016-31 shall be construed to the maximum extent possible to give full force and effect to the provisions of each resolution. All District resolutions or parts thereof in actual conflict with this Resolution are, to the extent of such conflict, superseded and repealed.

SECTION 10. SEVERABILITY. If any section or part of a section of this resolution be declared invalid or unconstitutional, the validity, force and effect of any other section or part of a section of this resolution shall not thereby be affected or impaired unless it clearly appears that such other section or part of a section of this resolution is wholly or necessarily dependent upon the section or part of a section so held to be invalid or unconstitutional.

SECTION 11. EFFECTIVE DATE. This Resolution shall become effective upon its adoption.

APPROVED and ADOPTED this 2nd day of March, 2022.

ATTEST:	BANNON LAKES COMMUNITY DEVELOPMENT DISTRICT

Secretary	Chairman

Exhibit A:	Engineer’s Report Plan dated February 15, 2022
Exhibit B:	Supplemental Assessment Methodology Report dated February 10, 2022
Exhibit C:	Maturities and Coupons of 2022 Bonds
Exhibit D:	Sources and Uses of Funds for 2022 Bonds
Exhibit E:	Annual Debt Service Payment Due on 2022 Bonds

Exhibit A

Exhibit B

Exhibit C

Maturities and Coupon of Series 2022 Bonds

Exhibit D

Sources and Uses of Series 2022 Bonds

Exhibit E
Annual Debt Services Payment Due on 2022 Bonds

Period
£nding	
Principal	
Coupon	
Interest	
Ocb t Service	Annual Oebt Service	
11/01/2049			38,400.00	38,400.00	520,500.00	
05/01/2050	450,000	4.000o,/	38,400.00	488,400.00		
11/01/2050			29,400.00	29,400.00	517,800.00	
05/01/205 1	470,000	4.000o,/	29,400.00	499,400.00		
11/01/2051			20,000.00	20,000.00	519,400.00	
05/01/2052	490,000	4.000o,/	20,000 .00	510,000 .00		
11/01/2052			10,200.00	10,200.00	520,200.00	
05/01/2053	510,000	4.000o,/	10,200.00	520,200.00		
11/01/2053					520,200.00	
	9,135,000		7,031,499.96	16,166,499.96	16,166,499.96	

1.

BANNON LAKES COMMUNITY DEVELOPMENT DISTRICT

SUPPLEMENTAL ENGINEER’S REPORT FOR
MASTER INFRASTRUCTURE – PHASE 3 IMPROVEMENT
CAPITAL IMPROVEMENT PLAN

Prepared for

Board of Supervisors Bannon Lakes
Community Development District

Prepared by England, Thims & Miller, Inc.
14775 St. Augustine Road Jacksonville, Florida 32258
904-642-8990

ETM 13-061-12	Issued February 3, 2022

BACKGROUND
This is a report that serves as a supplemental addendum to the adopted Bannon Lakes Community Development District report dated November 23, 2015.

Bannon Lakes Community Development District (The “Bannon CDD” or the “District”) is presently a 559-acre community development district located in the St. Johns County, Florida (See Exhibit 1 for the Location Map). The CDD is being developed by a master developer Eastland Partners (Developer) as “Bannon Lakes Subdivision”. The land within the District consists of undeveloped areas, which lie within the Bannon Lakes PUD Ord. 2013-16. Land uses within the District could include single family residential units, multi-family residential units, associated amenities, retail/commercial, open space and other common areas including wetlands.
Refer to Exhibit 3 for a current District Boundary as shown on the CDD Master Site Plan and
Exhibit 2 for the current Metes and Bounds description of the CDD boundary.

In order to serve the residents of the Bannon Lakes Community Development District, the District has developed and adopted an Improvement Plan dated November 23, 2015, to allow it to finance and construct certain infrastructure, transportation and recreational facilities within and adjacent to the District.

This supplemental report reflects the anticipated capital improvements for the Master Infrastructure – Phase 3 Improvements. Table 1 and the following is a description of the anticipated Master Infrastructure – Phase 3 Improvements:

Bannon Lakes Blvd. Extension
SJCUD Utilities (Water, Sewer and Reuse) within Bannon Lakes Blvd. extension including the following:
o Water, Sewer, Reclaim and Force Mains along Bannon Lakes Blvd. extension
Electrical Service and Lighting
Stormwater facilities and drainage collection system to support the Master Infrastructure (Ponds A, B, C and D)
Amenity Center
Wetland mitigation to offset environmental impacts
Off-site Forcemain
Appropriate design and permit fees as required to design and construct the CDD improvements
Construction Management Fees

Bannon Lakes Phase 3 Master Infrastructure will support two (2) Neighborhood development tracts, Phase 2B and Phase 2C and comprises of a total of 296 single family units.

The stormwater facilities and drainage collection system referenced above have been fully constructed and are operational. The amounts set forth in Table 1 for these improvements reflect the District’s acquisition costs for the real property for these improvements, which property has been conveyed to the District with the understanding that the District would pay such acquisition costs from the proceeds of a future bond issuance. The wetland mitigation to offset environmental impacts referenced above was required to obtain the St. Johns River Water Management District Conceptual Permit (Permit No. 107316-11). The District will be acquiring this permit from the developer and the permit’s value is largely based on the costs to provide the required wetland mitigation, as measured by the cost of the mitigation credits at the time the permit was obtained, with the number of credits determined using the Uniform Mitigation Assessment Method.

1

G:\13-061\13-061-12 - CDD\Admin\Report\Supplement Engineers Report Phase 3\Engineers Report Supplement 2.3.22.docx
2/3/2022

The Improvement Plan contained in this report reflects the present intentions of the Bannon Lakes Community Development District. However, the Improvement Plan may be subject to modification in the future. The implementation of any improvement outlined within the plan requires final approval by the Bannon Lakes Community Development District Board of Supervisors.

Cost estimates contained in this report are based upon year 2021 dollars, and have been prepared based on commonly acceptable information. An inflation factor has not been utilized but is considered to be a part of the improvements budget contingency factor. England, Thims & Miller, Inc. believes the enclosed estimates to be adequate for the improvements based upon the available information. Actual costs will vary based on final engineering, planning and approvals from regulatory authorities. Improvements deeded over to the City, County or State may be considered a part of the CIP plan.

The summary of costs that follows outlines the total contemplated improvements. It is the intent of the District to secure funds through the issuance of capital improvement revenue bonds to fund or acquire the Initial Phase Improvements.

2

G:\13-061\13-061-12 - CDD\Admin\Report\Supplement Engineers Report Phase 3\Engineers Report Supplement 2.3.22.docx
2/3/2022

TABLE 1	
SUMMARY OF COSTS	
BANNON LAKES COMMUNITY DEVELOPMENT DISTRICT	
MASTER INFRASTRUCTURE - PHASE 3 IMPROVEMENTS	

DESCRIPTION	Total Bond	
ON-SITE INFRASTRUCTURE - PHASE 3 - BANNON LAKES BLVD		
Transportation		
Stormwater Management Facilities (Ponds A, B, C & D)	$	3,979,026	
Roadway Improvements	$	150,000	
Landscape/Hardscape/Irrigation	  $	50,000 	
Subtotal (Transportation)	$	4,179,026	
Utility Improvements		
Water System	$	20,000	
Sewer System	$	50,000	
Reuse Water System	$	20,000	
Electrical Distribution	  $	150,000 	
Subtotal (Utility Improvement)	$	240,000	

Wetland Mitigation	  $	2,809,179 	
Subtotal (Wetland Mitigation)	$	2,809,179	

Recreation/Utility Facility			
Reuse Pump Site	$	-		
Amenity Area	  $	- 	*	
Subtotal (Recreation/Utility Facility)	$	-		

TOTAL ON-SITE INFRASTRUCTURE	$	7,228,205	

OFF-SITE INFRASTRUCTURE		
Transportation (International Golf Parkway)		
Roadway Improvements	$	-	
Right-of-way Acquisition	$	-	
Landscape	  $	- 	
Subtotal (Transportation)	$	-	
Utility Improvements		
Off-Site Forcemains	$	750,000	
Reuse Watermain Connection to IGP	  $	- 	
Subtotal (Utility Improvement)	$	750,000	
Recreation		
Payment to St. Johns County for Community Park/Soccer Fields	$	-	

TOTAL OFF-SITE INFRASTRUCTURE	$	750,000	

PROJECT SUBTOTAL	$	7,978,205	
Management Fees (FM Only) (5% of Const)	$	37,500	
20% Contingency	$	1,595,641	
Design and Permitting Cost (FM Only) (14% Total Cost)	  $	105,000 	
PROJECT GRAND TOTAL	$	9,716,346	
Notes		
Based upon the most current Preliminary Site Plans as of 11/16/20.		
No costs included for pocket/neighborhood parks.		
Based upon SJCUD Availability Letter dated January 5, 2015.		
Unit prices obtained from recent bids.		
Costs have been included for the payment of construction management fees.		
* While it is anticipated that the dollar amounts set forth above will be used for their identified category, to the extent a particular improvement(s) can be completed for less than the estimated cost, the District intends on using any excess bond proceeds for improvements to the Amenity Area.	

3	

BASIS OF COST ESTIMATES

The following is the basis for the infrastructure cost estimates:

Water, Sewer and Reuse Facilities are designed in accordance with SJCUD, and Florida Department of Environmental Protection (FDEP) Standards.

Stormwater design was prepared in accordance with St. Johns River Water Management District (SJRWMD) requirements.

Costs utilized for infrastructure opinions of probable construction costs were obtained from recent historical bids for similar work in this area or commonly acceptable information for the industry.

Jurisdictional wetland determinations have been completed for these projects. Wetland impacts and the required mitigation have been permitted and completed for the SJRWMD and USACOE.

Estimated costs have been included for excavation of material, which may be unsuitable, and for the replacement of structural fill. These are based on estimates of wetland impact areas and not actual Geotechnical reports or investigations.

The engineering design fees, including geotechnical engineering and environmental services are included in the estimate.

For the purposes of this report, a 20% contingency factor has been included for master infrastructure.

Cost estimates contained in this report are based upon year 2021 dollars and have been prepared based upon commonly acceptable information. England-Thims & Miller, Inc. believes the enclosed estimates to be accurate based upon the available information, however, actual costs will vary based upon final engineering, planning and approvals from regulatory authorities.

Costs have been included for the payment of construction management fees.

4

G:\13-061\13-061-12 - CDD\Admin\Report\Supplement Engineers Report Phase 3\Engineers Report Supplement 2.3.22.docx
2/3/2022

APPENDIX

Description

Exhibit No.

Location Map
CDD Metes and Bounds Description
CDD Master Site Plan
Master Infrastructure Stormwater System
Master Infrastructure Water System
Master Infrastructure Sewer System
Master Infrastructure Reuse System
Phase 2B Sketch and Legal Description
Phase 2C Sketch and Legal Description

5

G:\13-061\13-061-12 - CDD\Admin\Report\Supplement Engineers Report Phase 3\Engineers Report Supplement 2.3.22.docx
2/3/2022

.

....
..

..
JOHNS:
SOUTH	CREEK :
.

lWIN CREEKS

\
NOCATEE

PALl::NQIA NOR.1M

GUANA RNSR
WJLOUfle MANAGE
Al&A.

HAMPTON   .	•	-- - ;	,'

.

.	..

.	.. .

.

HFORD

\ .,•-. .

s

a

..

.	.

V

TWELVE MILE SWAMP

CONSERVATION AND

•  ·• • --•  •• • •••	,;.'l,. ,.r-,

SJRWMD

MILLS

WILDLIFE MANAGEMENT

:	SILVERLEAF	• Q.	••
\

AREA

PALENCIA

PL ANTA1 10_N      .	!J..'t:l:'

lmt'iE@@	ii,w m

...        ....	•	· t, ·

--•·•.,	••:A..

..

•••   • • •':	I- SILVERLEAF

R

\ ...........

',•._.P,'LANTATION

.

..,-•-··....

:\
STOKi s . LANDIN
CONSERVA,flON

..-·..:	..

- --  -· ·.'.

AREA..f'\

\

I,

'<\

SAINT JOHNS

TURNBUU,:,

.,..

. PARKt.!/,•

SJRWMD TWELVE MILE SWAMP

'

WHISPER CREEK

CUMMER LAND TRUST

..•
.·.

TOWN BRANCH MITIGATION BANK

TUPE.LO
MITIGATION BANK

Area of Interest

Source : ETM. St.Johns County

Exhibit 1 General l!ocation
LEGEND
AIRPORT - MARINE PORTS
COMMERCIAL DEVELOPMENT ORI - IN DEVELOPMEN T
ORI NO T DEVELOPED GOVERNMENTFACILITIES INSTITUTIONAL DEVELOPMENT LARGE LAND HOLDING
MAJOR COMMUNITY DEVELOPME NT MILITARY
PARKS / PRESERVE

1 II=         10,000 I

0	10,000	20,000

Elm	f	:t	§

FEET
J_ · :-
E ::'7iL
VtSION • ElCPERIENC! • R!SULTS	,_.:i, oc,r
14775 Old St. Augustine Road Jacksonville, FL 32258 904-642-8990 • Fax: 904-646-9485 • www .etmlnc.com

COD PARCEL

A PORTION OF SECTIONS 1, 2, 11 AND 12, ALL LYING IN TOWNSHIP 6 SOUTH, RANGE 28 EAST, ST. JOHNS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE NORTHEASTERLY CORNER OF SECTION 45, THE ZEPH. KINGSLEY GRANT, SAID TOWNSHIP AND RANGE; THENCE SOUTH 01°39'23" EAST, ALONG THE EASTERLY LINE OF SAID SECTION 45, SECTION 46, THE LORENZO CAPO GRANT, SAID TOWNSHIP AND RANGE AND SECTION 48, THE ZEPH. KINGSLEY GRANT, SAID TOWNSHIP AND RANGE, A DISTANCE OF 5397.43 FEET; THENCE SOUTH 01°37'40" EAST, CONTINUING ALONG THE EASTERLY LINE OF SAID SECTION 48, A DISTANCE OF 3800.99 FEET, TO AN INTERSECTION WITH THE NORTHERLY RIGHT OF WAY LINE OF INTERNATIONAL GOLF PARKWAY, (ALSO KNOWN AS NINE MILE ROAD, A 66 FOOT RIGHT OF WAY PER EXISTING MONUMENTATION AND LOCAL RECOGNITION); THENCE SOUTHWESTERLY, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF INTERNATIONAL GOLF PARKWAY, RUN THE FOLLOWING SIX (6) COURSES AND DISTANCES: COURSE NO. 1: SOUTH 54°09'58" WEST, 398.79 FEET, TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; COURSE NO. 2: SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1009.18 FEET, AN ARC DISTANCE OF
308.40 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 45°24'41" WEST, 307.20 FEET, TO THE POINT OF TANGENCY OF SAID CURVE; COURSE NO. 3: SOUTH 36°39'24" WEST, 1152.36 FEET, TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; COURSE NO. 4: SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 228.69 FEET, AN ARC DISTANCE OF 209.72 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 62°55'41" WEST, 202.45 FEET, TO THE POINT OF TANGENCY OF SAID CURVE; COURSE NO. 5: SOUTH 89°11'58" WEST, 3820.90 FEET; COURSE NO. 6: SOUTH 89°36'40" WEST, 1465.21 FEET, TO THE WESTERLY RIGHT OF WAY LINE OF BANNON LAKES BOULEVARD (A VARIABLE WIDTH RIGHT OF WAY, AS SHOWN ON THE PLAT OF BANNON LAKES PHASE 1, AS RECORDED IN MAP BOOK 81, PAGES 36 THROUGH 42, INCLUSIVE OF THE PUBLIC RECORDS OF SAID ST. JOHNS COUNTY); THENCE NORTHERLY AND NORTHEASTERLY, ALONG SAID WESTERLY RIGHT OF WAY LINE OF SAID BANNON LAKES BOULEVARD, RUN THE FOLLOWING SIX (6) COURSES AND DISTANCES: COURSE NO. 1: NORTH 00°23'20" WEST, 52.00 FEET, TO THE ARC OF A CURVE LEADING NORTHEASTERLY, AND THE POINT OF BEGINNING; COURSE NO. 2: NORTHEASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 40.00 FEET, AN ARC DISTANCE OF 62.99 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 44°29'53" EAST, 56.68 FEET, TO THE POINT OF REVERSE CURVATURE OF A CURVE LEADING NORTHERLY; COURSE NO. 3: NORTHERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1058.02 FEET, AN ARC DISTANCE OF 371.59 FEET, SAID ARC BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 09°40'23" EAST, 369.69 FEET, TO THE POINT OF COMPOUND CURVATURE OF A CURVE LEADING NORTHEASTERLY; COURSE NO. 4: NORTHEASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 534.50 FEET, AN ARC DISTANCE OF 116.91 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 26°00'03" EAST, 116.68 FEET, TO THE POINT OF TANGENCY OF SAID CURVE; COURSE NO. 5: NORTH 32°16'01" EAST, 57.81 FEET, TO THE POINT OF CURVATURE OF A CURVE LEADING NORTHERLY; COURSE NO. 6: NORTHERLY, ALONG AND AROUND THE ARC OF SAID CURVE,

CONCAVE WESTERLY, HAVING A RADIUS OF 25.00 FEET, AN ARC DISTANCE OF 39.27 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 12°43'59" WEST, 35.36 FEET, TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 57°43'59" WEST, CONTINUING ALONG SAID WESTERLY RIGHT OF WAY LINE, AND THE NORTHWESTERLY PROLONGATION THEREOF, 67.03 FEET, TO THE POINT OF CURVATURE OF A CURVE LEADING WESTERLY; THENCE WESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 400.00 FEET, AN ARC DISTANCE OF 199.09 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH
71 °59'31" WEST, 197.04 FEET, TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 00°01'20" EAST, 50.02 FEET; THENCE SOUTH 89°58'4011   WEST, 40.00 FEET; THENCE NORTH 00°01'20" WEST, 50.89 FEET; THENCE SOUTH 89°58'4011   WEST, 469.19 FEET, TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 460.00 FEET, AN ARC DISTANCE OF 378.40 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 66°24'4311   WEST, 367.82 FEET, TO THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 42°50'4511   WEST, 240.83 FEET, TO THE POINT OF CURVATURE OF A CURVE LEADING SOUTHERLY; THENCE SOUTHERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 25.00 FEET, AN ARC DISTANCE OF
35.19 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 02°31'19" WEST, 32.36 FEET, TO THE EASTERLY LINE OF THOSE LANDS DESIGNATED PARCEL "B", AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 3510, PAGE 1291, OF SAID PUBLIC RECORDS, AND THE ARC OF A CURVE LEADING NORTHWESTERLY; THENCE NORTHWESTERLY, ALONG LAST SAID LINE, AND ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF
375.00 FEET, AN ARC DISTANCE OF 142.78 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 48°42'35" WEST, 141.92 FEET, TO THE EASTERLY LINE OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 2612, PAGE 557, OF SAID PUBLIC RECORDS; THENCE NORTH 00°05'36 11 WEST, ALONG LAST SAID LINE, AND ALONG THE EASTERLY LINE OF THOSE LANDS DESIGNATED PARCEL "A", AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 3510, PAGE 1291, OF SAID PUBLIC RECORDS, 3415.24 FEET, TO A SOUTHERLY LINE OF THOSE LANDS DESIGNATED PARCEL "A", AS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 1568, PAGE 482, OF SAID PUBLIC RECORDS; THENCE EASTERLY AND NORTHERLY, ALONG SAID SOUTHERLY LINE OF LAST SAID LANDS, RUN THE FOLLOWING THREE (3) COURSES AND DISTANCES: COURSE NO. 1: NORTH 88°34'1811  EAST, 1285.97 FEET; COURSE NO. 2: NORTH 00 °42'2111   WEST, 1320.72 FEET; COURSE NO. 3: NORTH 01 °1014111  WEST, 818.85 FEET, TO THE WESTERLY LINE OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK 3573, PAGE 179, OF SAID PUBLIC RECORDS; THENCE EASTERLY, SOUTHERLY, AND SOUTHWESTERLY, ALONG LAST SAID LINE, RUN THE FOLLOWING SIX (6) COURSES AND DISTANCES: COURSE NO. 1: SOUTH 78°58'3211  EAST, 3960.19 FEET; COURSE NO. 2: SOUTH 01 °45 12911  EAST, 2946.05 FEET; COURSE NO. 3: SOUTH 68°22'3411   WEST, 277.24 FEET; COURSE NO. 4: SOUTH 40°04'5511   WEST, 496.47 FEET; COURSE NO. 5: SOUTH 26°34'20 11   WEST, 372.68 FEET; COURSE NO. 6: SOUTH 17°38'33" WEST, 1548.72 FEET; THENCE SOUTH 89°11'58" WEST, 1359.86 FEET; THENCE SOUTH 89°36'4011  WEST, 652.37 FEET; THENCE NORTH 85°37'5911   WEST, 90.46 FEET; THENCE SOUTH 89°36'4011 WEST, 722.53 FEET, TO THE POINT OF BEGINNING.

CONTAINING 559.24 ACRES, MORE OR LESS.

,

-..., 	
.     /	:-:

"'-------:-.	-.

//	/ / / /,

JJRISOICTlONAL \YETLAND LINE UPLAND BUFFER LINE
JJRISOICTlONAL \YETLAND PRESERVATION
( 22 D.7 Ao.)

.  - -: .......-	-:	.,,_

cc

1//  1// / / / ), """ ,  --:..	..	--.c-;	=   ,   _-,,.._  .	w

/ /	/ // /	' "--	. .	.	•'•	.- - - -	.	_..,_ .

"w'

"

/ /	/ 0' / ,/, '/.	.   ·, :,-	":,  ·"-   :  :   ·::	- ._ ._  -  -  -:  :  :	, """·-c"·"·'·-.---

0z
:::,

c,.     CD
0"	.

%1/,

, ,	/;	- - -	- - -	. .•	.	. . . • · - - -

0w	"..,.

"0.

1/,
%

'0 /	- - : : - - - -	'-. -.-. '- ...	·...	:.... ,·,-·,

,:,-.,-	-.:- : -	._" ' " -_.._.,  	

"-,:' c._.

0z    ..     N

--  .--.-	. .- - ---

<(    Ct::    ..

. ---

----

/' /

•; ;// /1/1/1,1//,/,,

.   -.•.  .•'• .• ·•-. .•-. •• --... ••.-

,·,,---.- - -.. -_ -  -  -  -  -  -  - -- -  -  -  -  -  -  -  -	-	-	'7

CwLO

STURBED NATURAL

--"W N

----

[	-	.,	.f-f--	/\ \\ \

½	1/,	:.----==-------

I!III I I I I I I I I ! ! / / I 	I

CLQ

U2P5'LAPNRDESBEURF'IFEEDR u: AGE (   I N.    1 D')

U) e=

WETLAND IMPACT (11.1 Ac.)

-z ,: Uw
--"
CLO

.-·•:- ·"·:., ,•"•·.,:=·;,•."i,·..•.:.---:;-.•4, •.-..,.-._•,,

SURFACE WATER IMPACTS (± 8.63 Ac.)

>- => 0

2

OC z

I-	I

0	N
U	0
U)      ,	N
.     l..J...!     [15
3'   CL    N

II½?;,/;,/ / / / / / / / / / / / /  /'  ///g/ /t

.	,...

I :4::::- .·::-:·I I I /	////

/ /	-:::	I

": ·i: <,   ·,    •••

: '-

-

!,

......  ...     ,.)_ •...C.' .,.•  -,•••- ;·r.  -.-:      :4,

I

I

:  ,	""I/	// I;..:::::-.. ':'	\	I	:==-	I
POND

/III	:=::'/  N- .·	::::.. ::::.	I

I

///	II I III	 "- 	I

I

Iii\\	I

I

11111  I	\\	I

IZJ, • •

ui
z

"'

0

5w

"0

0

"

I
;;:;	<{

.,'
-;

0
N

"

0	"  "  "'
0	I

u

I

i	z

I	"'

"CD

"CD	<{

I	0z

CD	□w       0w	"

.

u

I	">w-

"'	""w'	Iw	<{

-

•,	 	

I	.

\	I

/ 1

\	I	COD BOUNDARY
\	I
\	I
I
\	I
\	I
I
\	I
\	\

□	0

-.

I,
11:
'I:

14775 Old St. Augustine Road Jacksonville, FL 32258

i

.I

1,:,l,'I,

TEL: (904) 642-8990
FAX: (904) 646-9485

,r

•

p
11,I
11:
I,
1,:1
11:
I.I

u	□

CA - 00002584 LC - 0000316

I ,1·:,
:,;,
,1·:,

II:
1 ;■

]

I	-f C

POND \

-

Ill

•
11D
■

-

:I!:
::,
,,:,
>

rn

I-	a	u

N

en
Ill

a	I

0

CJ	©

-

z	"''

0

-

II:	I

"'

•-

::::,	2
I-	U)	"I

:u:::,
II:	z

>	/"

0

C

a	3
1111	2

' I

=

I-	cc

::::,	.;

-

'

0

U)

en_.
a..

i

LzI.	j

z	/ 0

-	-

' U) ''
ILi

".s'
•C

,":;
:s
:c
w

0•

X

II:	0	/ 0:

z

Ill
I-

C

z

ran
0•

ecnc
:El

er:	/ '>
1111	9-

0

0

u

N
I
©

I

DRAWING  NUMBER	0

3

;";',
;;:;
0
I
;";',
0

w

/   -----------
\	S.W.M.F. 00.1    :
    '--     ...::.::.::::~;::--,  ' /

cc

STORM WATER FACILTY

"w'
0z

r

:::,

0w

DENOTES STORM COUECTION SYSTEM

"-,:' c._.
Dw._Q
OCz

JURISDICTIONAL WEn.AND PRESERVA TlON

..-..-:-:::...\W!.L

"-0
en e=

AGE ( MI .N    10')

25' PRESERVEDRu:: TURBED NATURAL

-zU,: w

UPLAND BUFFE

--"
o._ 0

•"

•

E

•

u
0

ui
z

"'

0

5
w

-

,:
,11:·
I:

14775 Old St. Augustine Road Jacksonville, FL 32258

CA - 00002584 LC - 0000316

i
1,:,l,'I,

TEL: (904) 642-8990
FAX: (904) 646-9485

.I

•

t,,
11,I
11:
I,
1,: 1
11:
I.I

I	■
:I!:
2
/',

u•
ICII	N
ICII
CJ	','

I

Z	"'

- rn	in'i-

E

"

->

e

Cml	i

I ::::, I
I ..._ I .,

'

v,	I     E.
rn	-e
ILi	;

0

cl:	"

z.J
0

'."::

z	-[C
:z:!	9-
...	.'9s-
0
0
0

l

r	2·R1GHT-
RESERVATION

I

•

i

RIGHT-OF-WAY
I	RESERVATION

EXISTING 6,6

RIGHT-OF-WAY

DRAWING NUMBER
4

I N I

;;-

©
0

;;;
0
I
;";-'
0

D

e-

WATER MAIN

--•  -• -•-

"w'
:::,

PHASE LINE

0w

◊
■

"-,:' c._.

FIRE  HYDR ANT

SAMPLE  POINT

CwLO
OCz
CLQ
en e=
i	--"

"' 		----

I

.	\\\11

/////////////II//	I

CLO

•"

•

E

•

u
0

l

•--.     --            --   --------•

/.	1	::::://	/ / /// /	I 	0

"	11z1

_":	-"'	:

I

0.

0

\	.	--------	//	I

...-..-...-..-...-...-..­...

-///	,

==:I	\	; 		:==- ::=-	I

I

/ / / / / /	\	--- ==	I

I

II/\\	I

I

11111 I	\ \	I

ui
z

"'

0
5w

"0
0	0	"_j	"  "'

I

.,'

0

;;:;

I

0

"

I

"<{

"""

-;	N

u

"w	<{

I

"w

0	"w	0w       0w	"

z	i	z

u

I	<{

"	w	<{

"w	0

"w'	I 	0

.

I
I	COD BOUNDARY
I
\	I
\	I
I
\	I
\	I
I
\	I

I,

-

,11:·
I:
i
1,:,l,'I,
.,Ir

•

p
11,I
1,1.:
1,: 1
11:
I.I

0	u

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990
FAX: (904) 646-9485

CA - 00002584 LC - 0000316

I ,1': ,
:,;,
,1':,

II:
■

f CI

\ I	 	I
-
]
•
11D
■
:I!:
'" ,
''i"
>

a=

;

a

w

a

I-	u•
N
I

z

0

CJ

0

"

-	I

U)

w
a=	-

I

>
a

;";

2

Iu-

/"•
3"

:,	-	"I

:ii:

:,	w	1111	u
a= I-	'  ::::,  '	.;

►

0

=

I-	en en

I  U)	''
ILi

".s"
0•

en	' U) '

-

j

-•"
,":;

LI.	"X

0

z	z	,w:;

C

a=	0z	/ 0.
w	z	·•a
I-	er:	/0

0

9-

0u

cenc	1111	'>
:ii:
N
I
DRAWING  NUMBER	0 I

5

/"

0
I
/"
0

D

w
cc

FORCE MAIN

FM

"w'
0z

-FM-Fii-FM-FIi­	FORCE MAIN

:::,

0w

GRAVITY SEWER COLLECTION SYSTEM
PHASE LINE PUMP STATION

 	•		•	

"-,:' c._.

---	---

CwLO
OC z
CLQ
en e=
-z ,: Uw
--"
CLO

P.S. #1

ui
z

"'

0

5w

"0
0	0	"

I

;;:;	".,'

"'    ".,'

"0'
N

"

0	-;
I	I

z

w

0

"	"w	0"w	"

u

0	i	zw	w

u
""'

"w	0"'

""w'	w	"'

-

,:
,11:·
I:

14775 Old St. Augustine Road Jacksonville, FL 32258

CA - 00002584 LC - 0000316

i
1,:,l,'I,

TEL: (904) 642-8990
FAX: (904) 646-9485

.,Ir

•

p
11,I
11:
I,
1,:1
11:
1,1

Iu	0

I	■

-

:I!:
'" ,
'"
/',

1w111::

a

u
N

I	a	I

0

Cl)	CJ	;;:;

0

"

...

w	-z	I

I

"'

:11,11::

--U)

a

•C

>

"I
/"•

...

:C, J :wIE
==1111::

C

2

0

'

1111	0

0

::::, '

.;
I  U)	''   ".s"
-•C

t;
-IzI.

Cl)

U)
ILi
j
z

'
0•
,":;
:s

X

:c
w
/
0

.1w1.11.::

0z
z
er:

o._
/
C
ran
0•
/
'>

Cl)

1111	9-

0

u

,c	0
:IE	I
N

DRAWING NUMBER
6

I

0
I
;";-
0
I
;";-
0

D

w
cc

REUSE MAIN

RE

"w'
0z
:::,

REUSE MAIN

PHASE LINE

---RE-   -RE-

--

0w
"-,:' c._.
Dw._Q
OC z

SAMPLE POINT

■

"-0

-z ,: Uw
--"
o._ 0

•"

•

E

•

u
0

ui
z

"'

0

5
w

8	0	----!    .r-:  o"'
I	(_')	<(	N

;i:j

...,	:,.	--:i

:r:

....	:>

0	.	..	U

n I	,.

)w-	>m-	O<'C.'.
0	0

.	w	w . .
z	z	Q
w	<(
:t;:; ?::	Io
0	0	u

-

,:
,11:·
I:

14775 Old St. Augustine Road Jacksonville, FL 32258

CA - 00002584 LC - 0000316

i
1,:,l,'I,

TEL: (904) 642-8990
FAX: (904) 646-9485

.I

•

t,,
11,I

I,

11:

1,:1
11:
I.I

I	■
:I!:
2
/',

w
Cl)	•

a

N

::::,	u
w	I

a::
aw::

a	1l

-

Z

CJ	,!,
b

-

•

::::,

rn	'i

...	0	"

Cml

u:i:
:a:::::, .w..

->	"

e

'

i

.I  .::.::.,   .I	_

==

...	Cl)

-

LI.

v,	I E.
rn
ILi	;

cl:	"

z	0

z	.J

'."::

aw::
=

0z
:z:!

[-C
9-

:ii:

...	.'9s-
0
0

I N I

DRAWING NUMBER
7

©
0

;;;
0
I
;;-
0

  	 	I I I I I

	•	•
'
'

CONS R :E	l 1	T
Ng        R.8 . 4 8 17,  PG.   7 60

///////:////;///(//////////////;///(///(///f'/"
w	w	w	w
•	•	•	•	•	•
•	+	•	•	•	•	+	•	+	'	+	'	'
+	•	•	+	+	'	+	'	+
•	•	•	+	•	+	•	• Poini elf B
•	•	+	•	+	+	+	+	'	+	'	+
ER V).TION,, EAS OAENl ,,.	+	'
N O. 1
. R.  .  4115, p(f  133'!3	+	+	'	+
w	w	w	w	+	w	+	w	+	w
+	w	+	+	+	+	+	+	+	+
•	•	+	+
"'	"'	"'	"' sa'tl1 0 '1'!3" E 'f 499 61· "'
"'·	"'	-"'	-"'	_-,,	"-' _,, n Eu NE ONLy - - - - -..
+	+	+	+	+	+	+	+	+	+	+
+	+	+	+	+	+	+	+	+	+	+
+	+	'	+	'	+
'	+	+	'
'	'
+	+	+	+	+	+	+
+	'	+	'	+
'	+	+	'
'	'
+	+	+	+
'	'

80   81

16911
p

18 711

2
"1''
\  
133

--.....    225
-------_22;----

111/ ,1/6
1 1 5/ 114
113

 	  	 		•	+        I •	+	•	+	•	+	•	•	•	• v  ..     -:r-  -"L_.-·	-
•
+	+	' I	•	+	•	+	•	•	+	•	+	•	•	•	.	.,,_
+	,   I	• '   +	• '   +	•	•	•	•	•	•	•	•	•	•	•	•	•	-	  
'	'	•	•	•	•	•	•	•	•	•	•	•	•	•	"--..
+	. --,,
•	+	•	+	•	+	•	+	•	+	+	+	+	+	+	+	+	+	+	+	+	•	•	-+	+..	--.;-- ---	-
+	+	•	•	+	•	+	•	•	+	+	+	+	+	+	+	+	+	+	+	+	+	•	•	•	•
'	'	• . '	•	'	•	•	•	+	+	+	+	+	+	+	+	+	+	+	+	•   CONSER'VA TION EA$ EMEN1'	•  -  + ..  ,,_	-:;-	---	 - ­  	
w	+	+	•	+	•	•	•	+	+	+	+	+	+	+	+	+	+	+	+	+	+	-NO. 1+	+	•	•	•	•
w     -?,o,w, '    • v"rt	•	•	•	+	•	+	+	+	+	•+	+	+	+	+	+	+	+	•	-£). R.B..,, 4175.  PG+.  1339+	•	. '	. •	•	•	.- ....
0
'	.;,	e,'<z	•	'	•	'	•	•	•	•	•	+    /,     +	•	•	•	•	•	•	+	•	+	•	•	'	•	'	'	'	'	'	'	•                                 SECTION 1
•	•       -   •	•	SECTION   12
•	•	•	+	I	Map	Showing
+	•	•	•	•
'           •        •        •      '           •        •        •        •        • I
BANNON LAKES PHASE 28
+	+	+	+	+
A PORTION OF SECTION 12, TOWNSHIP 6 SOUTH, RANGE 28 EAST, ST. JOHNS COUNTY, FLORIDA, BEING MORE
"'	"'	"'	"'	+   I	PARTICU LARLY DESCRIBED AS FOLLOWS:
+	+	+	+	+	f
+	+	+	+	r+   I	COMMENCE   AT  THE  NORTHWESTERLY  CORN ER  OF  THE  PLAT  OF  BANNON  LAKES  PHASE  1A -  2,   AS  RECORDED  IN  MAP
+	+	+	+	+	BOOK  90 , PAGES 49 THROUGH  52, INCLUSIVE  OF THE PUBLIC RECORDS OF SAID ST. JOHNS COUNTY; THENCE NORTH
+	+	+	+	+	11'44'17'' WEST, 860.74 FEET, TO THE SOUTHERLY LINE OF THE NOR THWEST ONE- QUART ER OF THE NORTHEAST
ONE- QUARTER OF SAID SECTION 11; THENCE NORTH 88 "3 4'18" EAST, ALONG SAID LINE, 5 41.86 FEET, TO THE EASTERLY
 		+	+	+	+	+	r	LINE OF SAID NOR THWEST ONE- QUAR TER OF THE NORTHEAST ONE- QUARTER OF SAID SECTION 11; THENCE NORTH
"'	"'	"'	"'	"'1 I	00 '42'21"  WEST,  ALONG  LAST  SAID  LINE,  706 .17  FEET:   THENCE  SOUTH  89" 10'19 "  EAST,  1499.61  FEET,  TO  THE  POINT  OF
+	+	+	+	+	BEGINNING· SOUTH 12•31•4y EAST, 69 .66 FEET: THENCE SOUTH 64'37'44" EAST, 68.79 FEET; THENCE SOUTH 62"40' 3C
+	+	+	+	+	EAST, 39.39 FEET; THENCE SOUTH 86"12'30" EAST, 20 1.41 FEET; THENCE SOUTH 62"23'11" EAST, 233.50 FEET; THENCE
SOUTH 80' 40' 23" EAST, 358 . 86 FEET; THENCE SOUTH 78"45' 56" EAST, 41.43 FEET; THENCE SOUTH 51"20'47" EAST,
+	+	+	+	+	+
"'	"'	"'	"'	"' l	33 .68 FEET; THENCE SOUTH 29'45'59" EAST, 43.76 FEET; THENCE SOUTH 12"44' 49" EAST,  43.10  FEET;  THENCE  SOUTH 01"32'34" EAST, 27 .10 FEET; THENCE SOUTH 85' 48 ' 45" EAST, 127.66 FEET; THENCE NORTH 0 4'11'15" EAST, 25.36 FEET;
'	•	'	•	'	•	THENCE SOUTH 85 '48 ' 45" EAST, 60.00 FEET, TO THE ARC OF A CUR VE LEADING SOUTHEASTERLY; THENCE
+	+	+	+	+    \	SOUTHEASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NOR THEASTERLY, HAVING A RADIUS OF
+	+	+	+	+	+	25 .00 FEET, AN ARC DISTANCE OF 39 .27 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF
!	SOUTH  40"48' 45"  EAST,   35 .3 6  FEET;   THENCE  SOUTH  0 4"11'15"   WEST,  60 .00   FEET,  TO  THE  ARC  OF  A  CURVE  LEADING
"'	"'	"'	"'	+	SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CUR VE, CONCAV E SOUTHEASTERLY,
+	+	+	+	+	+	HAVING A RADIUS OF 2 5.00 FEET, AN ARC DISTANCE OF 39. 27 FEET, SAID ARC BEING SUBTENDED BY A CHORD
+	+	+	+	+   I	BEARING AND DISTANCE OF SOUTH 49"11'15" WEST, 3 5.36 FEET; THENCE SOUTH 04"11'15" WEST, 12D. 20 FEET; THENCE SOUTH 85"48'45" EAST, 125.00 FEET: THENCE SOUTH 47'17'4 2" EAST, 13.90 FEET, TO THE ARC OF A CURVE LEADING
+	+	+	+	+	+
"'	"'	"'	"'	"' I	EASTERLY; THENCE EASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS  OF  50.00 FEET,  AN  ARC DISTANCE OF  44.93 FEET,  SAID  ARC BEING  SUBTENDED BY  A CHORD  BEARING AND
+	+	+	+	+	DISTANCE OF NORTH 68"26' 46"  EAST,  43. 43  FEET:   THENCE  SOUTH  85" 4 8 ' 45" EAST, 152.66 FEET,  TO  THE  POINT OF
I	CURVATURE OF A CURVE LEADING SOUTHEASTERLY; THENCE SOUTHEASTERLY, ALONG AND AROUND THE ARC OF SAID
"'	"'	"'	"'	+	CURVE,  CONCAVE  SOUTHWESTERLY,  HAVING A RADIUS OF  50.00 FEET,  AN  ARC DISTANCE  OF  66 . 48 FEET,  SAID ARC
+	+	+	+	+	BEING   SUBTENDED   BY  A  CHORD  BEARING  AND  DISTANCE   OF  SOUTH   4 7"43'13" EAST,  61.69   FEET,   TO  THE  POINT OF
"'	"'	"'	"'	"' I	TANGENCY  OF  SAID CUR VE:  THENCE  SOUTH  8 3"28'52"  EAST, 18.16 FEET;  THENCE NORTH  35"55'06"  EAST,  57 .7 5 FEET:
+	+	+	+	+	THENCE SOUTH  89 '03'32"   EAST, 197.62  FEET;  THENCE  NORTH  55 '19'56"  EAST,  193.07 FEET;  THENCE  NORTH 11 "26'52"
•	'	•	• I	EAST,  43.93  FEET;   THENCE   NORTH  1216'08"  EAST,  60.26  FEET;   THENCE  NORTH   07"58'28"  EAST,   57.25  FEET;  THENCE
•	•	•	NORTH 311 3'30" EAST, 51.06 FEET; THENCE NORTH 33"13'41" EAST, 29.92 FEET; THENCE NORTH 0 4'52'46" WEST,
•	•	•	•	10 2.62 FEET; THENCE NORTH 12"39' 26" WEST, 335 .0 7 FEET; THENCE NORTH 02"30'42" WEST,  211.43 FEET;  THENCE NORTH 04'07'37" EAST, 51.23 FEET; THENCE NOR TH 48'34'22" WEST, 233 . 71 FEET; THENCE NOR TH 85"49'58" WEST,
•	•	•	•	· I	216.39 FEET; THENCE NORTH 71'16' 26 " WEST, 68. 41 FEET; THENCE NORTH 79°18 ' 23" WEST, 66 4.12 FEET; THENCE SOUTH
'	•	'	•	•	63"05 '4 0" WEST, 71.8 4 FEET: THENCE NORTH 7 9"00' 2 9" WEST, 113.93 FEET: THENCE SOUTH 6 7"59'0 4" WEST, 78.0 4
•	•	•	•	· I	FEET; THENCE SOUTH 46'26'2 5" WEST, 165.28 FEET; THENCE SOUTH 03"28'49" WEST, 53.68 FEET; THENCE SOUTH
•	•	•	•	•	•	86"31'24" EAST, 162.98 FEET; THENCE SOUTH 46'55'15" EAST, 107.36 FEET; THENCE SOUTH 08"24'33" EAST, 29.5 1
•	•	•	•	· I	FEET; THENCE SOUTH 00'0  4'16"  WEST,  77.83  FEET;  THENCE  SOUTH  28"36'57"  WEST,  51.01  FEET:  THENCE  SOUTH 57"26'07" WEST, 43.64 FEET; THENCE SOUTH 66"36'20 " WEST, 46.72 FEET; THENCE SOUTH 82"36'42" WEST, 57.17 FEET;
•	•	•	•	•	THENCE NORTH 81"49'00" WEST, 85 .18 FEET; THENCE NORTH 75"25'27" WEST, 5 3.6 4 FEET; THENCE NORTH 52"3 5'01"
"'	+	"'	+	+	+l	WEST,  60.8 4  FEET;  THENCE  NOR TH  19°20' 21"   WEST,  50 . 67  FEET;  THENCE  NORTH  22°51'22"   WEST,  41.72  FEET;  THENCE
+	+	+	+	+	NORTH 29' 48'32" WEST, 14.98 FEET; THENCE SOUTH 38"07' 55" WEST, 12 .75 FEET: THENCE SOUTH 41"12'33" WEST,
"'	"'	"'	"'	+	"'  l	122.3 2 FEET; THENCE SOUTH 38'59'46" WEST, 116. 49 FEET; THENCE SOUTH 39"18'12" WEST, 204.49 FEET, TO THE e.o!.N.I
OF BEGINNING.
+	+	+	+	+
"'	+	"'	+	+	+      I	CONTAINING 38.86 ACRES, MORE OR LESS.
+	+	+	+	+	+
+	+	+	+	+	+  \
+	+	+	+	+	+	 GENERAL NOTE S
"'	+	"'	+	+	+	I
+	+	+	+	+	i	1. BEARINGS SHOWN HEREON ARE BASED ON THE N'LY TERMINUS OF BANNON LAKES BOULEVARD AS S56"32'13 " W
•   •   •   •   •   •   •   •.•	( STATE  PLANE  COORDINATE   SYSTEM,  FLORIDA  EAST  ZONE,  NAO  1983  1990  NGS  ADJUS TMENT).
•	•	•	•	•	2. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY.
366	+	+    O    "'    4 N. 0  1  ,. 1  •	•	•	•	•	•	•	'1	3. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS
•	•	+	•.R. l:l'.  • 115,•PG •339  •	•	•	•	•	•	•	SHOWN.
36 7 1+	+	+	+	•	+	•	+	•	•	•	•	•	·I	4.    CROSS  REFERENCE:   CLARY  MAP  FILE  #  T6S -  3 21H
+	+	+	+	+	+	+	+	+	+	+	+	•
3:3 +   • +	+    •  +    •  +    •  +    •  +    •  +    •  +    •  +    •  +    •  +    •  + • ·I	5. THIS MAP WAS MADE WI THOUT THE BENEFIT OF AN ABSTRACT TITLE, THEREFORE, THERE COULD BE ADDITIONA L
+	EASEMENTS, COVENAN TS AND RESTRICTIONS OR OTHER MA TTERS OF PUBLIC RECORD THAT MAY OR M AY NOT
"'	+	"'	"'	"'	"'	"'	"'	"'	"'	"'	"'	+	"'I	AFFECT   THIS PARCEL.
-	f;f'i.·	+	+	+	+	+	+	+	+	+	+	+	+	+   "I'
­ "'     +         "'     +         "'     +         "'     +         "'     +         "'     +         "'     +         "'     +         "'     +         "'     +         "'     +          "'     +       +      +
227	"'	"'	"'	"'	"'	"'	"'	"'	"'	"'	"'	"'	+	"I'
-r	)	+	+	+	+	+	+	+	+	+	+	+	+	+
I	+     "'      +     "'      +     "'      +     "'      +     "'      +     "'      +     "'      +     "'      +     "'      +     "'      +     "'      +     "'      +    +       +     "I'.
I -	,////////////{///<:////////     38 4 383  382   38 1	"'	"'	"'	"'	"'	"'	"'	"'	"'	"'	"'	"'	"'	+	"'I
+	+	+	+	+	+	+	+	+	+	+	+	+	+	'
//1•/.,	+       • •       •	•  /(/   •  •  •  ½'.,;,	•	+	•	+	•	•	•	•	•	•	+	•	+	•	+
•	•	•	•	•	•	•	•	+	•	+	•	+	•	+	• , 1
•	+     +     +     +     +     +   +  +	+	+	+	•	•	•	•	•	•	•	•	•	+	•	+	•	•	•
•	•	•	+      CONSERVATION EASEMENT	•	•	•	•	•	•	•	•	•	+	•	+	•	+	•	+	•	f
•	•	•	•	•	+	+	NO.  3 +	+	+	•	•	•	+	•	+	•	•	•	•	•	•	+	•	+	•	+
+	•	+	g.R. 8+.   417v5   PG. J 339+	•	•	•	375	"'	"'	"'	"'	"'	"'	"'	"'	"'	+	"'	+	"'	+	r
•	•	•	•	•	•	•	•	•	• '.½'.//	•	•	+	+	+	+	+	+	+	+	+	+	+	+	+	+
•	+	•	•	•	•	•	•	•	+	+	+	+	+	+	+	+	+	+	+	+	+	+        t
•	•	•	•	•	+	•	+	+	+	+	+	+	+	+	+	+	+	+	+	+	+
•	•	•	•	•	•	•	L_.	'	•	'	•	'	•	•	+	+	+	+	+	+	t
+	+	+	+	+	+
+	+	+	+	+	1
+	+	+	+	+	+ l
+	"'	+	"'	+
+	+	+	+	+	+
•	+	•	+	.    ,-
\	+	+	+	+ ,- --<
. /'" '
+ .•/
./ '
/

BANNON LAKES PHASE 2B	

0
-""''
J,
lo'
0
z
w
G:	

JOB No. 2 02 0 - 5 86 - 2		

DRAFT ING: SPB		

GRAPHIC SCALE
200	0	100	200	400
I . -.	I
( IN FEE T )
1 inc h = 200 ft .
CAD FILE: 20 20 - 586 - 2 PHASE 2B.DWG	

"I"'	
R/W - RIGHT OF WAY CH= CHORD
R-     RADIUS
L -      LENGTH
s- DELTA
P.C.	POINT OF CURVATURE
P.T.	POINT OF TANGENCY
N. T.	POINT OF NON- TANGENT CURVE
P.C.C. = POINT OF COMPOUND CURVATURE
□P.R.C.		POINT  OF  REVERSE  CURVATURE DENOTES WETLANDS

DENOTES UPLAND BUFFER

CHECKED BY:	

DATE: 9 / 3 / 20 20					
													
									10/ 16/ 20	SPB	2020- 594- 2	REVISED PHASE 2 LIMITS	
									REVISION DA Tr	DRAFTER	WORK ORDER NO.	REASON FOR REVISION	
									HIIS I.IAP OR SURVEY I.IEETS lliE STANDARDS DF PRACTICE SET FORTH BY THE FLORIOA DEPARTI.IENT OF AGll lCULTURE AND CONSUMER  SERVICES,  IN  CHAPTER  5J-17,  FLORIDA   ADI.IINISlR ATIVE COOE, PURSUANT TO SECTION 472.027 , FLORIOA STA TUTES, UNLESS Olli ERWISE Sim AND STATED HEREON.

THIS DRA WING, SKETCI-I,  PLAT  OR  MAP  IS  NOT  VALJO  UNLESS  IT BEARS  THE  SIGNATURE  ANO   THE  ORIGINAL  RAISED   SEAL  OF  A FLORIOA UCENSED SURVEYOR AND I.IAPPER (CHAPTER 5J - 17, FLORIOA
AIJMINISlRATIVE CODE).
THIS MAP OR SURVEY IS FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFlCATIDN  SI-IC  HEREON  DOES  NOT EXlEND TO ANY UNNAMED PARTY.

MICHAE L J. COLLIG AN. P.S. M. CE RT. NO.	

6 78 8	C	Y&Associates
RVEYORS  & MAPPERS

NT ROAD JACKSON\11LL E,   FLORIDA 32257 (904) 260-2703
WWW. CLARYASSOC.COM

FILE No. T6S- 1560	

	
LINE	BEARING	DISTANCE	
Ll	S12"31'43" E	6 9.6 6'	
L2	S6 4"37'44"E	6 8. 79 '	
L3	S62"40'36"E	39.39'	
L4	S86"12'30 "E	201.41'	
L5	S62"23'11"E	233.50'	
L6	S80"40'23 "E	358.86 '	
L7	S7 8"45'56 "E	41. 43'	
LB	S51"20'47"E	33.68'	
L9	S29"45'59 "E	43.76'	
L10	S12"44' 49"E	43.1o'	

	
LINE	BEARING	DISTANCE	
L11	S01"32'34"£	27.10'	
L12	53 5·45' 45" £	127.66'	
L13	N0411'15"E	25.36'	
L14	53 5•43' 45" £	60.00'	
L15	S0 4"11'15" W	60.00'	
L16	S0 4"11'15" W	120.20'	
L17	S85"48' 45" £	125.00 '	
L18	S47"17' 42" £	13.90 '	
L19	S85"48' 45" £	152.66'	
L20	S83"28'52"E	18.16'	

	
LINE	BEARING	DISTANCE	
L21	N3.5 55'06"E	57.75'	
L22	S89"0 3' 32 "E	197.62'	
L23	N55"19'56"E	193.07'	
L24	N11"26'52 "E	43.93'	
L25	N12i 6'08"E	60.26'	
L26	N07"58 ' 28"E	57.25'	
L27	N31i 3'30"E	51.06'	
L28	N33"13' 41"E	29.92'	
L29	N04°52'46"W	102.62'	
L30	Nl 2"39'26"W	335.07'	

	
LINE	BEARING	DISTANCE	
L31	N02"30'42"W	211.43'	
L32	N04"07' 37" E	51.23'	
L33	N48"34'22"W	233.71'	
L3 4	N85"49'58 "W	216.39'	
L35	N71"16'26"W	68.41'	
L36	N79 "18'23" W	66 4.12'	
L37	S63"05' 40"W	71.8 4'	
L38	N79"00'29"W	113.93'	
L39	S6T 59 '04" W	78.04'	
L40	s 45·25•25" w	165.28'	

	
LINE	BEARING	DISTANCE	
L41	S03"28'49"W	53.68'	
L42	S86"31' 24"E	162.98'	
L43	S46"55'15"E	107.36'	
L44	S08' 24'33"E	29.51'	
L45	soo•o4'16" W	77.83'	
L46	s2a·35•  57"  w	51.01'	
L47	S5T 26'07" W	43.6 4'	
L48	s55·35•  2 o" w	46.72'	
L49	S82"36'42"W	57.17'	
L50	N81"49 '00" W	85.18'	

E	
LINE	BEARING	DISTANCE	
L51	N75"25'27"W	53.64'	
L52	N5 2"35'01"W	60.84'	
L53	N19"20'21"W	50.67'	
L54	N22"51'22"W	41.72'	
L55	N29"48'32"W	14.98'	
L56	S38"07'55"W	12.75'	
L57	S41"12'33 " W	122.32'	
L58	S38"59'46" W	116.49'	
L59	S39"18'12" W	20 4.49'	

 	
CURVE	RADIUS	LENGTH	DELTA	BEARING	CHORD	
Cl	25.00'	39.27'	90"00'00"	S40"48'45"E	35.36'	
C2	25.o·o	39.27'	90·00·00"	s49·1•1 15" w	35 .36 '	
C3	50.00'	44.93'	51"28'57"	N68 "26' 46"E	43.43'	
C4	50.00'	66.48'	7611'06"	S4T 43 '13"E	61.69'	

+	•	+	•	•	•	•	•	•	•	•	•	•	+	•	+	+	+	+	+	+	+	+-+-	+-	--
•	•	•	•	•	•	•	•	•	•	+	•	+	+	+	+	+	+	+	+	+	+	•	+	+	+     -.-
+	•	•	•	•	•	•	•	•	•	•	•	•	+	•	+	•	+	+	+	+	+      CONSER'VATI ON  EASEMENT       +    -  + -.-	_	cc- ..._ - - - - - -	Map	Showing
+
+    S' C'	'V	"   "'	•	+	•	•	•	•	•	•	•	•	•	•	•
()+	+	+	+	+	+	+	tJO.  1+	+	+	+	+
'"'  -?o,v	+       (!f:	•	•	•	•	•	•	•	•	•  ,   +	•	+	+	+	•	+	•	+	J) .R. 8 ""' 4 17   PG.+ 1339+	+	+	+	+	+	+	"	.
'!,
w	-v   ..;:,w   c..,<S:	+	•	•	•	•	•	+	•	+	+ ,/        +	+	+	+	+	+	+	•	+	+	+	+	+	+	+	+	+	•	+	•	•	- SECTION 1
+	•	•	•	•    .......    -   + -	+	•	•	+      +	+	+	+	+	+	+	+	+	+	+	•	+	•	•	•	•	•	SECTION   12	BANNON LAKES PHASE 2C
+	+     ,   '   "'      JO +	+	•	+	•	+	+	+	+	+	+	+	+	+	+	+	+	+	+	+	+	"	+	"	+	I·
I	+    0.,,.	(',),+	+	•	•	+	+	+	+	0	291	+	+	+	+	+	+	+	+	+	•	+	•	•	A PORTION OF SECTION 11, TOWNSHIP 6 SOUTH, RANGE 28 EAST, ST. JOHNS COUNTY, FLORIDA, BEING MORE PARTICULARLY
+    c,<c	+	"'	•	+	•	+	+	+	+	9     9     9	+	+	+	+	+	•	+	•	+	•	+
+	O,i, +	29	"	DESCRIBED   AS FOLLOWS:
+	+        .+	+	•	+	•	+	+	+	+	9      9       9	+	+	+	+	+	+	+	+	•
+	"	+	"	+	•	+	•	•	•	•	287	+	+	+	+	+	+	+       1 ·	COMMENCE  AT  THE  WESTERLY   CORNER  OF  NORTHERLY   TERMINUS   OF  B ANNON  LAKES  BOULEVARD,   A  VARIABLE   WIDTH  RIGHT  OF
WAY AS SHOWN ON THE PL AT OF BANNON LAKES PHASE 1, AS RECORDED IN MAP BOOK 81, PAGES 36 THROUGH 42, INCLUSIVE,
+	•	1 ·	•	•	•	•	•	•	•	+	+	+	+	+	+	+	OF THE PUBLIC RECORDS OF SAID ST. JOHNS COUNTY, SAID POINT BEING ON THE ARC OF A CURVE LEADING NORTHWESTERLY;
+	+	+	•	+	•	+	•	•	•	"'	"'	"'	"'	"'	"'	r		THENCE  NORTHWESTERLY,   ALONG   AND  AROUND   THE   ARC  OF  SAID  CURVE,   CONCAVE   NORTHEASTERLY,  HAVING   A  RADIUS  OF  390.00 FEET, AN ARC DISTANCE OF 125 . 27 FEE T, SA ID ARC BEING SUBTENDED BY A CHORD BE ARING AND DISTANCE OF NORTH 24' 15 ' 41ff
+	+	I .	+	•	+	•	+	•	•	•	•	•	•	+	+	+	+	+	r+    I	WEST,  124.73  FEET,   TO  THE  POINT  OF  COMPOU ND  CURVATURE  OF   A  CURVE  LEADING  NORTHERLY;   THENCE  NORTHERLY,   ALONG   AND
286
+	"	·  1    "	+	•	+	•	•	•	•	•	•	•	+	+	+	+	+	AROUND THE ARC OF SAID CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF' 280.00 FEET, AN ARC DISTANCE OF 91.91 FEET.
+	+	+	+	•	+	•	•	•	•	•	•	•	+	+	+	+	+	+	SAID  ARC  BEING  SUBTENDED  BY  A  CHORD   BEARING  ANO   DISTANCE  OF  NORTH   05"39'23"   WEST,  91.50  F'EET,   TO  A  POINT   ON  THE  ARC OF SAID CURVE AND THE POINT OF BEGINNING; THENCE NORTHERLY, CONTINUING ALONG AND AROUND THE ARC OF SAID
+	+	+	+	+	•	•	•	"'	"'	"'	"'	"'	"'	r	CURVE,   CONCAVE  EASTERLY,   HAVING  A  RADIUS  OF  280.00  FEET,   AN  ARC  DISTANCE   OF  14 1.85   FEET,   SAID  ARC  BEING  SUBTENDED
4- +	+	+	+	+	+	•	•	•	311	"'	"'	"'	"'	"'	"'1 I	BY  A   CHORD  BEARING   AND  DISTANCE   OF  NORTH  18 '15'36"     EAST,  140.3  4  FEET,   TO  THE  POINT  OF  REVERSE  CURVATURE   OF   A
+	+	+	+	+	•	+	+	+	+	+	CURVE   LEADING   NORTHERLY;    THENCE    NORTHERLY,    ALONG  ANO   AROUND   THE    ARC   OF    SAID   CURVE,   CONCAVE    WESTERLY,   HAVING  A
RADIUS OF   50.00  FEET,   AN  ARC  DISTANCE  OF  82.17  FEET,   SAID  ARC  BEING  SUBTENDED  BY  A  CHORD  BEAR ING AND  DISTANCE OF
/	+     +     +     +    +      +.	+    +	27	+	+	+	+	+	+	NORTH 14' 18' 24 " WEST, 73.2 3 FEET. TO THE POIN T OF COMPOUND CURVATURE OF A CURVE LEADING NORTHWE STERLY; THENCE
//<	1	313	+	+	+	+	+	+	+	NORTHWESTERLY, ALO NG AND AROUND THE ARC OF SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 310 . 00 FEET,
+	+	+	+	424	+	+	+	+	+	+       !	AN ARC DISTANCE OF S J .CO F EET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 66 '17'02" WEST,
270	52.93  FEET,   TO  THE  POINT  OF   TANGENCY  OF  SAID  CURVE;   THENCE  NORTH  71 '10' 53"    WE ST,  6 4. 38   FEET,   TO  THE  POINT  OF
"'	"'	"' I   +	•	+	425	314	+	+	•	+	•	+	CURVATURE OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE,
N	+	+	'	+	+	"'	"'	"'	"'	"'	"'  I	CONCAVE   SOUTHEASTERLY,   HAVING   A   RADIUS   OF   25. 00    FEET,   AN   ARC   DISTANCE    OF    39. 27    FEET,   SAID    ARC   BEING   SUBTENDED  BY
I	\b< ·--'t,,.	+	+	+	+	31 5	+	+	+	+	+	+	A   CHORD  BE ARING  AND  DISTANCE   OF  SOUTH   63"49'or  WEST,   35.36  FEET,   TO  THE  POINT   OF   TANGENCY   OF   SAID  CURVE;  THENCE
l	26  9	\::      \	39  7	426	SOUTH  18 "49'0  7 "   WEST,  4 2. 56   FEET;   THENCE  NORTH   71'10'5 3"   WEST,   60 .00   FEET;   THENCE  NORTH   79·  5 4' 41"  WEST.  135. 70   FEET;
"'00:"''  t 0"'	+	+	+	96	316	"'	"'	"'	"'	"'  I	THENCE  NORTH  16 "5 2' 3 5"    WEST,   20.05  FEET,   TO  THE   ARC  OF   A   CURVE  LEADING  WESTERLY;   THENCE   WESTERLY,   ALONG  ANO
+	+	•	+	/	,  c 8	427	+	+	+	+	+	+	AROUND THE ARC OF SAID CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 39.05 FEET,
-	·>	+	•	•	+	•	+	•	+	+	+	+	+	+	317	"'	"'	"'	"'	"' I	SAID ARC BEING SUBTENDED BY A CHORD BEARING ANO DISTANCE OF NORTH 84"30 ' 07 " WEST, 38.07 FEET, TO THE POINT OF
OQ;.  Q0Ci	REVERSE CURVATURE OF A CURVE LEADING WESTERLY; THENCE WESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE,
,«-y0y  V	<   < "0'    ).3   /6/' ·/	+	+	+	+	+	+	+   +      +   +      +	+	1/	+	+	+	428	+	+	+	+	+    • .+I	CONCAVE  SOUTHERLY,   HAVING  A  RA DIUS  OF   410 . 00   FEET.   AN   ARC  DISTANCE  OF  172 .6 1  FEET,   SAID   ARC  BEING  SUBTENDED  BY  A
6	/«  5 / ;/  +	•	•	•	•	'/Y#.,	•	•	•	•	318	NORTH 86' 14 '55" WEST, 18 7 . 31 FEET, TO THE POINT OF CUR VATURE OF A CURVE LEADING NORTHERLY; THENCE  NORTHERLY,
+	+	+	+	+	+	+	7' 7	•	+	+	+	+	+	+	CHORD BEARING AND DISTANCE OF NORTH 74'11'18" WEST, 171.33 FEET, TO THE POINT OF TANGENCY OF SAID CURVE; THENCE
io	62	S	60   6	+     +  +	+     +	+	+	429	+	+	ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 60.00 FEET, AN ARC DISTANCE OF
"'	•	+   +	+	+	+	Z//        /r;'\1 /i,	+	+	+	•	319	"'	"'	"'	"'	"'  I	188.50  FEET,   SAID   ARC  BEING  SUBTENDED   BY  A   CHORD  BEARING  AND  DISTANCE  OF  NORTH  03'  45 '05 "   EAST,  120.00  FEET,   TO  THE
g	---------	+	+	+	+	•	•	+	+	+	+	+	POINT  OF  REVERSE  CURVATU RE  OF   A   CURVE  LEADING NORTHEASTERLY;   THENCE  NORTHEASETRLY.   ALONG  ANO   AROUND   THE   ARC
<O	61	+	+	•	+	•	•	•	•	+	•	+	OF   SAID   CURVE,   CONCAVE   NORTHWESTERLY,    HAVING   A   RADIUS  OF    187.00  FEET,    AN   ARC   DISTANCE   OF    353.34  FEET,    SAID  ARC
"-'	;'./	•       •       +      :       :       :       :     +       :	+	•	+	+	••    1	BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 39' 37'16" E AST, 303 . 0 7 FEET, TO THE POINT  OF REVERSE CURVATURE  OF  A   CURVE  LEADING  NORTHEASTERLY;   THENCE  NORTHEASTERLY,   ALONG   AND   AROUND   THE  ARC  OF  SAID  CURVE,
'	60	+	1/' •	+	+	390	+	+	+	+	• I	CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 50 . 00 FEET. AN ARC DISTANCE OF 103 .6 4 FEET, SAID ARC BEING SUBTENDED BY
"'	4?;/ +	+	+	+	+	CONSERVATION   EAS      ENT	+	+	+	+	+	+ +
N	43     437  43     435 1,   ,    41 433    43	A  CHORD  BE ARING  ANO  DISTANCE  OF  NORTH  44'  52'28  "   EAST,  86.06  FEET,   TO  THE  POINT  OF  REVERSE  CURVATU RE  OF  A  CURVE
+	+       NO.   1    +	+	•	•	•	•	•	LEADING  EASTERLY;   THENCE  EASTERLY,   ALONG  AND   AROUND   THE  ARC  OF  SAID  CURVE,  CONCAVE  NORTHERLY,   HAVING   A  RADIUS
i	59	+	•	+	+      O.R   B.    4'175,  P G. 1J39    +	•	•	•	•	•	•	251	•	+	•	+	• · I	OF 7 65 . 00 FEET, AN ARC DISTANCE OF 113.25 FEE T, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH
58	•	•	•	•	•	•	•	•	•	•	•	•	•	•	•	250	•	•	•	•	•	79·  55'59"     EAST,  113.15   FEET;    THENCE  NORTH  05·  45'33"    EAST,  125.00  FEET,   TO  THE  ARC  OF   A   CURVE  LEADING  WESTERLY;
THENCE WESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE, CONCAVE NORTHERLY, H AVING A RADIUS OF 6 40 . 00 FEET, AN
57	+	•	•	•	•	•	•	•	+	+	+	+	+	+	ARC DISTANCE OF 11.1 6 FEE T, SAID ARC BEING SUBTENDED BY A CHORD BE ARING AND DISTANCE OF NORTH 83°43'28" WEST,
S88"34'18"W	9   80   81	•	•	•	•	•	•	•	•	249	erf	I  11	325	+	•	•	· I	11.16 FEET; THENCE NORTH 06 "46'30" EAST, 60 . 00 FEET, TO THE ARC OF A CURVE LEADING NORTHEASTERLY; THENCE
20  0.   8 6 '\	56	,.,.	•	•	•	•	248	334   333  332  331   330     32  9       328    327 \   326	+	•	•	•	NORTHEASTERLY,   ALONG   ANO   AROUND  THE   ARC  OF  SAID   CURVE,   CONCAVE  NORTHVv'ESTERLY,   HAVING  A  RADIUS  OF  25 . 00   FEET,   AN
55	•	•	•	•	•	•	•	•	•	•	•	• •• I.	ARC DISTANCE OF 40.74 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 50 '05'2 4 " EAST,
•	•	•	247	r---v½	+	+	+	+	+	CURVATURE OF A CURVE LEA DING NORTHWESTERLY; THENCE NORTHWESTERLY, ALONG AND AROUND THE ARC OF SAID CURVE,
36.38  FEET,   TO  THE  POINT  OF   TANGENCY  OF  SAID  CURVE;   THENCE  NORTH   03' 24 '18"   E AST,   200.5 4  FEET,  TO  THE  POINT  OF
S'L Y  LINE	I	C15	•	•	•	•	•	335	•	•e       /   .	•	•	•	•	•	• l	CONCAVE  SOUTHWESTERLY,   HAVING   A  RADIUS  OF  25 . 00   FEET,   AN   ARC  DISTANCE  OF  36.97  FEET,  SAID   ARC  BEING  SUBTENDED  BY
+	+	+	+
A   CHORD  BE ARING  ANO  DISTANCE  OF  NORTH  35·  57'30"    WEST,   33.69  FEET;   THENCE  NOR TH  08' 40'41"   EAST,  60.00  FEET,  TO  THE
\	N	1 68	•	•	•	24 6	336	"' • "' • "' +   "' • "'	"' +  "'	"' •  "'	"' • "'	"'l	ARC   OF   A   CURVE   LEADING   E ASTERLY;     THENCE  EASTERL Y,   ALONG   AND   AROUND   THE    ARC   OF    SAID   CURVE,    CONCAVE NORTHERLY,
p	16917 7	•	•	•	•	HAVING   A  RA DIUS  OF   2 70 . 00   FEET,   AN   ARC  DISTANCE  OF   4.98  FEET,  SAID   ARC  BEING  SUBTENDED  BY  A   CHORD  BEARING  AND
0,	95	•	•	•	•	._.)·-3._7	+	+	+	+	+	+	+	+	+	+	+	DISTANCE  OF  SOUTH  81' 51'00"    EAST,   4.98   FEET;   THENCE  NORTH   07'37'19"  EAST,  130.80     FEET;   THENCE  NORTH  83'37'19"   WEST,
•	•	•	•	•	•	•	•	•	• i	49.03  FEET;   THENCE  NORTH  50' 30'19"   WEST,  267.99   FEET;   THENCE  NORTH  53'16'45"   WEST,  250.10  FEET;   THENCE  NORTH
..J
75·34'51"  WEST,   74.4 7  FEET;   THENCE   NORTH  86' 20'14"    WEST,  56.80  FEET;    THENCE   NORTH  60'46'46"  WEST,   71.08  FEET;    THENCE
8	187 /18	\	•	•	•	•	•	•	•	•	•	•	•	NORTH  67'23'41" WEST,  89 .1 7 FEET;  THENCE  NOR TH 88"2 3 ' 08"   WEST, 1 33 . 44  FEET;  THENCE SOUTH  34"5 8' 42"  EAST, 175. 26 FEET,
3	TO THE ARC OF A CURVE LEADING SOUTHWESTERLY; THENCE SOUTHWESTERLY, ALONG ANO AROUND THE ARC OF SAID CURVE,
T    \.,	4     24	+	+	+	+	+	+	+	+	+	+	+	+ I
3  7  3	•	+	+	+	+	+	+	+	+	+	+	+	+	+	CONCAVE  SOUTHEASTERLY,  HAVING   A   RADIUS  OF  62 . 00   FEET,   AN   ARC   DISTANCE   OF   30.30  FEET,   SAID   ARC   BEING SUBTENDED   BY A CHORD BEARING ANO DISTANCE OF SOUTH 55' 28 '38" WEST, 30.00 FEET; THENCE NORTH 34 "58' 42" WEST, 250.49 FEET; THENCE
+	+	+	+	+	+	+	+	+	+	SOUTH   89' 1 7' 3 9"    Vv'EST,  8 . 87    FEET.   TO    THE  EASTERLY   LINE  OF   THE   NORTHWEST   ONE-  QUAR TER   OF  THE   NORTHEAST   ONE-  QUARTER
33	•	\   34;    3'   1	,/)	+	+	+	+	+	+	+	+	+	+	+	+	OF SAID SECTION 11; THENCE SOUTH 00 "42'21" EAST, ALONG LA ST  SAID LINE, 650 .55 FEET, TO THE SOUTHERLY LINE OF THE
32	•	\	;;:J+	+	+	+	+	+	+	+	+	+	+	+	+	NORTHWEST  ONE-  QUARTER  OF  THE  NORTHEAST  ONE-  QUARTER  OF  SAID  SECTION  11;   THENCE  SOUTH  88'3  4'18"    WEST,  ALONG  LAST
2	21) 2 14/,	3	364	3	:,,:	+	+	+	+	+	+	+	+	+	+	+	+    1	SAID LINE 200 . 86 FEET; THENCE SOUTH 00' 38 ' 46" WEST, 73.75 FEET; THENCE SOUTH 40"0 4'32" WEST, 101.2 4 FEET; THENCE
P. T. 3 1	•	45	SOUTH 56'49'50" WEST, 126.59 FEET; THENCE SOUTH 80'01'18" WEST, 70.26 FEET; THENCE SOUTH 08'34'40" EAST, 92.61 FEET;
/	+	+       CONSERV.ATIOl'i-  EASEMENT.,	+	+	+	+	+	+	THENCE    SOUTH   12'  21'3  3 "    EAST,  199.11   FEET;    THENCE   NORTH   88 "50 '5 3 "   E AST,  178 . 79    FEET;    THENCE    SOUTH   57"01'25"     EAST,   41. 24
30	•	363	.366	•	+	i:.	N-P  1    :i.,	+	..,	+	+	+	+	+	,]	FEET;   THENCE  SOUTH   73' 48'5 1"   EAST,   29.99  FEET,   TO  THE  ARC  OF   A   CURVE  LEADING NORTHEASTERLY;   THENCE NORTHEASTERLY,
29	\..	•	'  •	•	O•.R.1::1.  •4 1 '1 5 , • Pl.:i.  1• 339  •	•	•	•	•	•	•   \	ALONG  AND   AROUND  THE   ARC  OF  SAID  CUR VE,   CONCAVE  SOUTHEASTERLY,   HAVING  A  RADIUS   OF  100.00  FEET,   AN   ARC  DISTANCE
OF 74.69 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 37'3 4' 21" E AST, 72.97 FEET, TO
N.,.,	28	133	36 7	+	+	+	+	+	+	+	+	+	+	+	+	+	+ \	THE  POINT  OF   REVERSE  CUR VATURE  OF   A   CURVE  LEADING  NORTHEASTERLY;   THENCE  NORTHEASTERLY,   ALONG   ANO   AROUND  THE
j:	w	+	w	+	+	+	+	+	+	+	+	+	+	ARC  OF  SAID  CURVE,   CONCAVE  NORTHWESTERLY,   HAVING  A  RADIUS  OF  187.00   FEET,   AN   ARC  DISTANCE   OF  130 .73   FEET,  SAID
68  33.	ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 38'56'35" EAST, 128.09 FEET, TO THE POINT OF REVERSE
..J	27
26	+	w	+	w	w	w	+	w	+	+	+	+	+	+\	CURVATURE  OF  A   CURVE  LEADING  EASTERLY;   THENCE EASTERLY,   ALONG  ANO   AROUND  THE   ARC  OF   SAID  CURVE,   CONCAVE
/      +++++++++++++	SOUTHERLY,   HAVING  A  RADIUS  OF  50.00  FEET,  AN   ARC  DISTANCE  OF  139.96  FEET,  SAID   ARC  BEING  SUBTENDED  BY  A   CHORD
9      ::J+ +	+	+	+	+	+	+	+	+	+	+	+	+	+1	BEARING  AND  DISTANCE  OF   SOUTH  80' 53 ' 43"  EAST,  98 . 5 4  FEET,   TO  THE  POINT  OF   TANGENCY  OF   SAID  CURVE;   THENCE  SOUTH
25	00' 42'21"   EAST,   336.63  FEET,   TO  THE  POINT  OF  CURVATURE  OF   A   CURVE  LEAD ING  SOUTHEASTERLY;    THENCE  SOUTHEASTERLY,
P.C.-	3/:)  "' w   .... +    "' w   .... +   .... +   .... +   .... +   "' +   .... +   "' +   .... +   "' +   "' +   "I'	ALONG  AND  AROUND  THE   ARC  OF  SAID  CURVE,   CONCAVE  NOR THEASTERLY,  HAVING  A  R ADIUS  OF   4 00 . 00   FEET.   AN   ARC  DISTANCE
24	OF   59 7. 20   FEET,   SAID   ARC  BEING  SUBTENDED   B Y  A   CHORD  BEARING  AND  DISTANCE  OF   SOUTH   43'  28 '38"    EAST,   543.25  FEET,   TO
+	+	+	+	+	+	+	+	+	+	+	+	+	+	THE POINT OF TANGENCY OF SAID CURVE; THENCE SOUTH 86'14'55" EAST, 209.69 FEET, TO THE POINT OF CURVATURE OF A
227	"'	....	"'	....	....	....	....	....	....	....	....	....	"'	+I	CURVE  LEADING  E ASTERLY;   THENCE EASTERLY,   ALONG   AND   AROUND   THE  ARC  OF  SAID  CURVE,  CONCAVE  SOUTHERLY,   HAVING   A
RADIUS OF 100.00 FEET, AN ARC DISTANCE OF 41.60 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF
+	w	+	w	+	+	+	+	+	+	+	+	+	+	SOUTH 7 47 9'50" E AST. 41.30 FEET, TO THE POINT OF TANGENCY OF SAID CUR VE; THENCE SOUTH 62' 24 ' 45" EAST, 72.2 5 FEET,
I	"'	....	"'	....	....	....	....	"'	....	"'	....	"'	"'	"I'	TO  THE  POINT  OF  CURVATURE  OF   A   CURVE  LEADING EASTERLY;   THENCE  EASTERLY,   ALONG  AND   AROUND   THE   ARC  OF  SAID
CURVE,   CONCA VE  NORTHERLY,  HAVING  A  RADIUS  OF   300 . 00   FEET,   AN   ARC  DISTANCE  OF  364.63  FEET,   SAID  ARC  BEING
+	+	+	+	+	+	+	+	+	+	+	+	+	+	.	SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 82' 46'0 4" EAST, 342.60 FEET, TO THE POINT OF REVERSE
V	+	+	+	+	+	+	+	+	+	+	+	+	+	+I	CURVATURE  OF  A   CURVE  LEADING  EASTERLY;   THENCE  EASTERLY,   ALONG  AND   AROUND  THE   ARC  OF   SAID  CURVE,  CONCAVE
+	+	+	+	+	+	+	+	+	+	+	+	+	+	'	SOUTHERLY, HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 47.37 FEET, SAID ARC BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF NORTH 75· 05• 29H EAST, 45.62 FEET; THENCE SOUTH 86 "15'10" E AST, 60.59 FEET, TO THE POINT OF
+	+	+	+	•	+	•	•	•	•	•	•	•	•	BEGINNING
+	•	+	•	•	•	•	•	•	•	•	•	•	•	1,
•	•	•	•	•	•	•	•	•	•	•	•	•	•	CONTAINING 3 4. 42 ACRES, MORE OR LESS.
+	•	+	•	•	•	•	•	•	•	•	•	•	•	r
+	+	+	+	+	•	+	•	•	•	•	•	•	•	• r	GENERAL NOTES
+	•	+	•	•	•	•	•	....	+	....	+	....	+
+	+	+	+	+	+
"'	"'	"'	"'	"'	r	1.    BEARINGS SHOWN  HEREON  ARE  B ASED   ON  THE   N'L Y  TERMINUS  OF  B ANNON  LAKES  BOULEVARD  AS  S56 ' 32 '13 " W  ( STA TE PLANE COORDINATE SYSTEM, FL ORIDA EAS T ZONE, NAO 1983 1990 NGS ADJUSTM ENT).
+	+	+	+	+	r+ 	I
+	....	+	....	+	2. THIS MA P DOES NOT REPRESENT A BOU NDARY SURVEY.
+	+	+	+	+	+	3. THIS DR AWING MAY H AVE BEEN ENLARGED OR REDUCED FROM THE ORIGIN AL. UTILIZE THE GRAPHIC SCALE AS
+	+	+	+	+	t	SHOWN.
+	+	+	+	+	+ 1 \	4. CROSS REFERENCE: CLARY MAP FILE # T6S- 32 1H
+	+	+	+	+
+	+	+	+	+	+	5. THIS MA P WAS MADE WITHOUT THE BEN EFIT OF AN ABSTRAC T TITLE, THEREFORE, THERE COULD BE ADDITIONAL
. •  . •	•	. ,,,­	EASEMENTS, COVENANTS AND RESTRICT IONS OR OTHER MATTERS OF PUBLIC RECORD THAT MAY OR MAY NOT
,,•,- ,<	AFFECT THIS PARCEL.
•	• ,r "
+ .•	LEGE ND
/
./'	R/W = RIGHT OF WAY
CH   =  CHORD
R  =  RAD IUS
/	"L  - LENGTH
DELTA
P . C.	POINT OF CUR VATURE
P. T. = POIN T OF TANGENCY
N.T. = POINT OF NON- TANGENT CUR VE
P.C.C. = POINT OF COMPOUND CURVATURE
P.R.C. = POIN T OF REVERSE CUR VATURE
Ll DENOTES WETLANDS
Ll DENOTES UPLAND BUFFER

 	 	 	 	 	 	 	 	 	 	 	 	   	 	 	 	   	 	 	 	   	 	 	
BANNON LAKES PHASE 2C	

-<O
"-'
J,
lo'
0
z
"'
G:												
												
								10/ 14/ 2020	GCC	2020- 594- 2	REVISE PARCEL LIMITS, TABLES, AND LEGAL DESCRIPTION	
								REVISION DA Tr	DRAFTER	WORK ORDER NO.	REASON FOR REVISION	
								HIIS I.IAP OR SURVEY I.IEETS lliE STANDARDS or PR.O.CTIC[ SET			
								FORlli BY lliE FLORIOA DEP.O.RTI.IENT OF .O.Gll l CULTURE .O.ND			
				20 0          --0	100!	GRAP HIC SCALE
W!O	"'j°
( IN FEET )
1 in c h = 200 ft.	

eoo
I		CONSUMER   SERVICES,  IN  CH.O.PTER  5J-17,  FLORID.O.  ADI.IINISlR.O.TIVE
COOE, PURSU.O.NT TO SECTION 472.027 , FLORIO.O. S T.O.TUTES, UNLESS OlliERWISE Sim ANO STATEO HEREON.

llilS DR.0.WING, SKETCI-I, PLAT OR MAP IS NOT VALJO UNLESS IT BEARS THE SIGN.O.TURE ANO THE ORIGINAL RAISED SEAL OF A
FLORIDA UCENSED SURVEYOR AND I.IAPPER (CHAPTER 5J- 17, FLORIDA AIJMINISlRATIVE CODE).
THIS MAP OR SURVEY IS FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFlCATION Sf-10 HEREON DOES NOT EXlENO TO ANY UNNAMED PARTY.		C	Y&Associates
RVEYORS  & MAPPERS

NT ROAD JACKSON\11LLE , FLORIDA 32257	
										(904) 260-2703	
										WWW.CLARY ASSOC.COM	
	JOB No. 2 02 0 - 5 86 - 3	DRAFT ING: SPB	CAD FILE: 20 20 - 586 PHASE 2C.DWG	CHECKED BY:			DATE: 9 / 2 / 20 20	MICHA EL J. COLLIGA N, P.S.M. CERT. NO.	6 788	FI LE   N o. T6S - 15 61	

	

	

L2	S18"49'07"W	42.56 '	
L3	N71"10'53"W	60 . 00 '	
L4	N79'54'41"W	135. 70'	
LS	N16"52'35"W	20.0 5'	
L6	N86'14'55"W	187.3 1'	
L7	N05"46'33"E	125.0 0'	
LB	N06' 46'30 "E	60 .00 '	
L9	N03"24'18" E	200.54'	
L10	N08"40'41"E	60.00 '	

	

	

L12	N83"37'19" W	49.0 3'	
L13	N50"30'19" W	267.99'	
L14	N53'16' 45" W	250.10'	
L15	N75"34'51"W	74.47'	
L16	N86'20'14"W	56.80'	
L17	N60"46'46"W	71.08'	
L18	N6 7 '23 ' 41" W	8 9 . 17'	
L19	N88"23'08"w	133.4 4'	
L20	S34'58'42"E	175.26'	

	

	

L22	S89"17'39"W	8.87'	
L23	S00"38' 46" W	73.75 '	
L24	S40'04 '32" W	101.2 4'	
L25	S56"49'50" W	1 26. 59'	
L26	S80'0 1'1B"W	70. 26 '	
L27	S08"34'40"£	92.61'	
L28	S12'2 1'33 "E	199.11'	
L29	N88"50'53"E	178.79'	
L30	S57"01'25"E	41.24'	

	

	

L32	S00'42'21"E	336.6 3 '	
L33	S86"14' 55 "E	209 .69 '	
L34	S62'24'45"E	72 . 25'	
L35	S86' 15'1 O"E	60.59'	

	

	

	

C2	280 . 00 '	91.91'	18'48'24"	N05'39'23"W	91.50'	
C3	280.00'	141.85'	29•01'33"	N18i5'36"E	140.34'	
C4	50.00'	82.17'	94' 09'3 4"	N14i8'24"W	73.23'	
cs	310.00'	53.00'	9·47'42"	N66'17'02"W	52.93'	
C6	25.00'	39.27'	90iJO'OQ"	S6T49'07"W	35.36'	
C7	50.00'	39.05'	44·44'55"	N84'30'07"W	3 8 . 07'	
CB	410.00'	172.61'	24iJ 7'15"	N74i1'18"W	171.33'	
C9	60.00·	188.50'	1so·oo·oo"	N03"45'o5"E	120.00·	
C10	187.00'	353.34'	108'15'37"	N39'37'16"E	303.07'	

	

	

	

C12	76 5. 00'	113. 25'	8"28 ' 55"	S79' 58 ' 59"E	113.15'	
C13	640. 00'	11.16'	0• 59'57"	N8T 43'28"W	11. 16 '	
C14	25.00'	40.74'	93'22'12"	N50' 05 '24"E	36.38'	
C15	25.00'	36.97'	84'43'37"	N38"57'30"W	33 . 69 '	
C16	270.00'	4.98'	1'03'22"	S815' 1'00"E	4.98'	
c17	62.00·	30.30'	2a·oo•  o9 "	s 55·23 • 3s " w	30 . 00·	
C18	100.00'	74.69'	42'47'49"	N37"34'21"E	72.97'	
C19	18 7.0 0'	13 0. 73'	40' 03'21 "	N38"56 ' 35"E	128 .09'	
C20	50.00'	139.96'	160 ' 22 ' 44"	S80"53'43"E	98.54'	

	

	

	

C22	100.00'	41.60'	23' 50 '10"	S7 4'19'50 "E	41.30'	
C23	300.00'	364.63'	69°38'22"	N8 2' 46 '0 4"E	342.6 0'	
C24	50.00'	47 . 37'	54i7'1r	N75'05'29"E	45.62'	

2.

Bannon Lakes Community Development District Supplemental Special Assessment Methodology Report for the Special Assessment Revenue Bonds Series 2022- Phase 2B and 2C

February 10, 2022

Table of Contents

Introduction
Purpose	1
Scope of the Report	1
Special and General Benefits	2
Organization of this Report	2
Development Program for Bannon Lakes CDD – Phase 2B and 2C
Overview	3
The Development Program	3
The Capital Improvement Program for Bannon Lakes CDD- Phase 2B and 2C
Engineering Report	3
Capital Improvement Program	4
Bond Series 2022
Overview	4
Series 2022 Bonds	5
Assessment Methodology
Overview	5
Assigning Debt	6
Lienability Test: Special and Peculiar Benefit to the Property	7
Lienability Test: Reasonable and Fair Apportionment of the Duty to Pay . 8 5.5	True-Up Mechanism	9

6.0	Appendix

Table 1 Planned Development Program -Phase 2B and 2C Table 2 Infrastructure Cost Estimates – Phase 2B and 2C Table 3 Bond Series 2022 – Sources and Uses
Table 4 Par Debt & Debt Service Allocation Series 2022 Bonds – Phase 2B and 2C Table 5 Assessment Roll

ii

Introduction

Purpose

This report provides a methodology for allocating the debt to be incurred by the Bannon Lakes Community Development District (“Bannon Lakes CDD” or “District”) to Phase 2B and 2C properties in the District, maps and descriptions of which are included as Exhibits Eight and Nine to the Bannon Lakes CDD Supplemental Engineers Report for Master Infrastructure - Phase 3 Improvement Capital Improvement Plan issued February 3, 2022 (the “Supplemental Engineer’s Report”), and for allocating the par amount of bonds being issued by the District to fund a portion of the master infrastructure improvements. The development plan for Phase 2B and 2C is 296 single-family units. The District’s debt will fund a portion of the master infrastructure improvements that benefit all property within the District and allows the development of property in the District. The methodology allocates this debt to properties based upon the special benefits each receives from the infrastructure program. In this case the Phase 2B and 2C property located within the District includes approximately 73.28 acres located in St. Johns County Florida. The Phase 2B and 2C properties are comprised of 38.86 and 34.42 acres respectively. This report is designed to conform to the requirements of Chapters 190 and 170, Florida Statutes with respect to special assessments and is consistent with our understanding of the case law on this subject. This report supplements the Master and Neighborhood Special Assessment Methodology Report dated October 19, 2015 as adopted by the Board of Supervisors.

Scope of the Report

This Report provides for financing a portion of the District’s capital requirements necessary to provide the community infrastructure improvements described in the Bannon Lakes CDD District Engineers Report Capital Improvement Plan dated November 23, 2015, as supplemented by the Supplemental Engineer’s Report (collectively the “Engineer’s Report”). This Report also describes the apportionment of benefits and special assessments resulting from the provision of improvements to the lands within the District.

Special Benefits and General Benefits

Improvements undertaken by the District create special and peculiar benefits to the property, different in kind and degree than general benefits, for properties within its borders as well as general benefits to the public at large.

However, as discussed within this report, these general benefits are incidental in nature and are readily distinguishable from the special and peculiar benefits, which accrue to property within the District. The infrastructure program of the District enables properties within its boundaries to be developed. Without the District’s Capital Improvement Program, there would be no infrastructure to support development of land within the District. Without these improvements, state law would prohibit development of property within the District.

There is no doubt that the general public, property owners, and property outside the District will benefit from the provision of District infrastructure. However, these are incidental to the District’s infrastructure program, which is designed solely to provide special benefits peculiar to property within the District. Properties outside the District do not depend upon the District’s Capital Improvement Program as defined herein to obtain, or to maintain their development entitlements. This fact alone clearly distinguishes the special benefits which District properties receive compared to those lying outside of the District’s boundaries. Even though the exact value of the benefits provided by the District’s Capital Improvement Program is difficult to estimate at this point, it is nevertheless greater than the costs associated with providing same.

Organization of this Report

Section One describes the purpose of the report along with the scope and benefits of the Capital Improvement Program.

Section Two describes the development program as proposed by the Developer.

Section Three provides a summary of the Capital Improvement Program for the District as determined by the District Engineer.

Section Four discusses the financing program for the District.

Section Five introduces the Assessment Methodology.

2

Development Program for Bannon Lakes CDD- Phase 2B and 2C

Overview

The Bannon Lakes CDD consists of approximately 559.24 acres in St. Johns County. The District was originally established with 579.53 acres and was amended to remove a parcel consisting of 20.29 acres. The proposed land use within the District is consistent with the St. Johns County, Florida Land Use and Comprehensive Plans.

The Development Program- Phase 2B and 2C

The planned development program for Phase 2B and 2C will consist of 296 single family residential units, located within St. Johns County. Phase 2B contains 133 single family units and Phase 2C is planned for 163 single family units.

The Capital Improvement Program for Bannon Lakes CDD- Phase 2B and 2C

Engineering Report

The infrastructure costs to be funded by the Bannon Lakes CDD are determined by the District Engineer in the Engineer’s Report. The Engineer’s Report provides for the master infrastructure improvements, which are planned for construction. Only infrastructure that may qualify for bond financing by the District under Chapter 190, Florida Statutes, was included in these estimates.

Capital Improvement Program

The proposed Phase 2B and 2C master infrastructure improvements to serve the development consist of certain roadway improvements, master potable water/wastewater/reuse improvements, stormwater, recreation and off-site infrastructure (the “Capital Improvement Program” or CIP). The community infrastructure will represent a system of improvements that irrespective of certain exceptions described further in Section 5.1 of this Report, will provide benefits to all lands within the District. Table 2 provides for the cost estimates of the capital master infrastructure improvements for Phase 2B and 2C.

3

The total costs for the Phase 2B and 2C Capital Improvement Program that will be provided by the District are calculated by adding to the construction costs the costs for design, permitting, construction management and contingencies total $9,716,346.

Financing Program for Bannon Lakes CDD

Overview

As noted above, the District is embarking on a program of capital improvements, which will facilitate the development of a portion of lands within the District. Construction of certain improvements of the Capital Improvement Program may be funded by the Developer and acquired by the District under an agreement between the District and the Developer, or maybe funded directly by the District.

The District will finance a portion of its Capital Improvement Program with Special Assessment Revenue Bonds. The financing plan for the District includes the issuance of Special Assessment Revenue Bonds Series 2022 (the “Series 2022 Bonds”) in the principal amount of $9,135,000 to fund a portion of the District’s Capital Improvement Program, as shown in Table
2. The District may issue additional bonds for development of future phases.

Series 2022 Bonds

The Series 2022 Bonds will have interest payments capitalized through November 1, 2023. The Series 2022 Bonds will be repaid with thirty principal installments commencing on May 1, 2024 with interest paid semiannually every November and May 1.

The Series 2022 Bonds will be issued at a par amount of $9,135,000 and an average coupon interest rate of 3.95 % and provide for construction funds of $8,074,577. The Series 2022 bonds have a thirty-year term with annual payments. The net maximum annual debt service for the Series 2022 Bonds is $521,800.

The difference between the par amount of bonds and the construction funds are comprised of costs of issuance including underwriter’s discount and professional fees associated with debt issuance, capitalized interest costs through November 1,2023 as the District will be borrowing funds with which it will pay the early interest payments, and debt service reserve.

4

Sources and uses of the Series 2022 Bond funding are presented in Table 3 in the Appendix.

Assessment Methodology

Overview

The Series 2022 Bonds provide the District with funds to construct a portion of the CIP outlined in Section 3.2 and the Engineer’s Report. These improvements lead to special and general benefits, with special benefits accruing generally to the properties within the boundaries of the District and general benefits accruing to areas outside the District and being only incidental in nature. The debt incurred in financing infrastructure construction will be paid off by assessing properties that derive special and peculiar benefits from the proposed projects. All properties that receive special benefits from the District’s Capital Improvement Program will be assessed except for the commercial / office space lands. As noted herein, the Developer has made contributions of infrastructure equal to or more than the benefit received on these commercial / office space lands and such lands will not be subject to debt assessments.

Assigning Debt

The planned development plan for the District projects construction of infrastructure for the development or which will allow development of approximately 986 residential units consisting of both single family and duplex product types which each unit considered as a single family unit based on benefit. The Developer has made contributions of infrastructure for the commercial / office space development units equal to the benefit received from the CIP related to such lands which were removed from the District with a boundary amendment approved by the County on January 18, 2018. The Developer paid for portions of the project without reimbursement or payment by the CDD. Specifically, these improvements were for International Golf Parkway in the amount of $5,033,338 and, as a result, a contribution of infrastructure in lieu of assessments will be recognized for the value of the improvements. Thus, the lands on which these units are constructed will not be subject to debt assessments imposed by the District.

The Master Infrastructure provided by the District will include roadway improvements, potable water / wastewater / reuse improvements, wetland mitigation, stormwater improvements, recreation and offsite improvements. All development within the District will benefit from all

5

Master Infrastructure improvement categories, as the improvements provide basic infrastructure to all lands within the District and benefit all lands within the District as an integrated system of improvements.

As the provision of the above listed improvements by the District will make the lands in the District developable, the land will become more valuable to their owners. The increase in the value of the land provides the logical benefit of improvements that accrues to the developable parcels within the District.

The Bond Series 2022 Debt Assessments will be allocated on all assessable lands within Phase 2B and 2C. As noted herein, the improvements being funded with the Series 2022 Bonds benefit all of the developable property within the District, however, the Bond Series 2022 Debt Assessments are being allocated to only the Phase 2B and 2C Property because such property was not allocated debt from the Districts 2016 Bonds and the 2021 Bonds. The levy will be based upon development units assigned to Phase 2B of 133 units and Phase 2C of 163 single family units.

The debt incurred by the District to fund the CIP is allocated to the properties receiving special benefits on the basis of development intensity and density. The responsibility for the repayment of the District’s debt through assessments will ultimately be distributed in proportion to the special benefit peculiar to the land within the District, as it may be classified within each of the land use categories. For the purpose of determining the special benefit accruing to the lands within District, the proposed public Capital Improvement Program costs have been allocated to each residential unit in on an equal basis.

Lienability Test: Special and Peculiar Benefit to the Property

As first discussed in Section 1.3, Special Benefits and General Benefits, improvements undertaken by the District create special and peculiar benefits to certain properties within the District.

Improvements undertaken by the District can be shown to be creating special and peculiar benefits to the property. The special and peculiar benefits resulting from each improvement undertaken by the District are:

Roadway Improvements result in special and peculiar benefits such as the added use of the property, added enjoyment of the property, and likely increased marketability of the property.
Utility – Potable Water/Wastewater/Reuse Improvements result in special and peculiar benefits such as the added use of the property,

6

added enjoyment of the property, and likely increased marketability and value of the property.
Stormwater Improvements and wetland mitigation result in special and peculiar benefits such as the added enjoyment of the property, and likely increased marketability and value of the property.
Recreational improvements result in special and peculiar benefits such as the added use of the property, added enjoyment of the property, and likely increased marketability of the property.

These special and peculiar benefits are real and ascertainable, but not yet capable of being calculated and assessed in terms of numerical value, however, each is more valuable than either the cost of, or the actual assessment levied for, the improvement or debt allocated to the parcel of land.

Lienability Test: Reasonable and Fair Apportionment of the Duty to Pay

A reasonable estimate of the proportion of special and peculiar benefits received from the Improvements is delineated in Table 4 (expressed as Allocation of Total Par Debt).

The determination has been made that the duty to pay the non-ad valorem special assessments is fairly and reasonably apportioned because the special and peculiar benefits to the property derived from the acquisition and or construction of the District’s improvements (and the concomitant responsibility for the payment of the resultant and allocated debt) have been apportioned to the property according to reasonable estimates of the special and peculiar benefits provided consistent with the land use.

Accordingly, no acre or parcel of property within the boundaries of the District will be liened for the payment of any non-ad valorem special assessment more than the determined special benefit peculiar to that property. Further, the debt allocation will not be affected.

In accordance with the benefit allocation in Table 4, Total Par Debt has been calculated on an equal residential unit basis.

True-Up Mechanism

As noted herein, the Bond Series 2022 Debt Assessments are being allocated to only the Phase 2B and 2C Property because such property was not allocated debt from the District’s 2016 Bonds or 2021 Bonds. Phase 2B has been sold to a homebuilder with assigned development rights for 133

7

single family units. The Series 2022 Debt Assessments will be allocated equally to the 296 single family units and, if fewer than 296 single family units are platted within Phase 2B and 2C, a true up payment will be required in the amount of Bond Series 2022 Debt Assessments allocated to the units no longer being platted within Phase 2B and 2C. True up payments, if any, are part of the Bond Series 2022 Debt Assessments and shall be collected and enforced in the same manner as the Bond Series 2022 Debt Assessments.

8

TABLE 1	
Bannon Lakes CDD	
Land Use	

Land Use	Phase	Unit
Count	Acres	

Residential - Single Family	2B	133	38.86	
Residential - Single Family	2C	163	34.42	

 	296		73.28		

Total

Information provided by England -Thims & Miller, Inc.

Governmental Management Services, LLC	A-1

TABLE 2	
Bannon Lakes CDD	
Infrastructure Cost Estimates Phase 2B and 2C	

Master Infrastructure
Improvements	Total Cost
Estimates	

Engineering & Permitting	142,500	
Offsite Improvements	750,000	
Stormwater Management	3,979,026	
Utilities	240,000	
Roadways	150,000	
Entry Features	50,000	
Environmental Mitigation	2,809,179	
Parks and Amenities	0	
Contingency (20%)	1,595,641	

Total Costs (approx.)	 	9,716,346	

Information provided by England -Thims & Miller, Inc.	
Capital Improvement Plan Report Dated February 3, 2022	

Governmental Management Services, LLC	A-2

TABLE 3	
Bannon Lakes CDD	
Series 2022 Financing	

Sources		
Bond Proceeds - Par	9,135,000	
Bond Premium	127,231	

Total Sources	9,262,231	

Uses		
Construction / Acquisition Requirements	8,074,577	
Debt Service Reserve Fund	260,900	
Capitalized Interest	576,804	
Cost of Issuance	167,250	
Underwriter's Discount	182,700	
Rounding		

Total Uses	9,262,231	

Principal Amortization Installments	30	
Average Coupon Rage	3.95%	
Par Amount	9,135,000	
Maximum Annual Debt Service	521,800	
Debt Service Reserve (% Max Annual)	50%	
Capitalized Interest Through	11/01/23	
Maturity	05/01/53	

Information provided by FMS Bonds, Inc.

Governmental Management Services, LLC	A-3

TABLE 4	
Bannon Lakes CDD	
Series 2022	
Benefit and Par Debt Allocations Phase 2B and 2C	

Development Type	
Number of  Planned Units	
Allocation of Construction Costs	

Benefit Per Unit	
Allocation of Total Par Debt	

Benefit per Unit	
Allocation of Maximum Annual Debt Service Net	
Debt Service Annual Assessment Per Unit Net	Debt Service Annual Assessment Per Unit Gross Tax
Bill	

Phase 2B - Single Family	133	4,365,791	32,825	4,104,578	30,861	234,457	1,763	1,875.31	
Phase 2C - Single Family	163	5,350,555	32,825	5,030,422	30,861	287,343	1,763	1,875.31	

 	9,135,000	 	521,800

Discounts and collection cost from the County Tax Collector and Property Appraiser will be added to the net annual	
assessments when the uniform method of collection is utilized.	

Total	 	296		9,716,346	

Governmental Management Services, LLC	A-4

TABLE 5	
Bannon Lakes CDD	
Series 2022 Assessment Roll	

Property Owner	
Parcel	
Parcel ID #	
Acres	Par Debt Per Acre	Assigned Debt	Net Annual Assessment
Per Acre	Assigned Net Annual
Assessment	

RREF III-P-EP ARAGON INVESTMENTS LLC	2C	027020-0050	34.42	124,659	4,290,757	7,121	245,092	
PUTLE HOME COMPANY, LLC	2B	027040-0020	38.86	124,659	4,844,243	7,121	276,708	

Total	 	73.28	9,135,000	521,800

Discounts and collection cost from the County Tax Collector and Property Appraiser will be added to the net annual	
assessments when the uniform method of collection is utilized.	

Governmental Management Services, LLC	A-5