East 547 Community Development District
219 East Livingston Street- Orlando -  Florida - 32801

February 5, 2026

City of Davenport- City Managers Office 1 South Allapaha Avenue
Davenport, Florida 33837
Attn: Kelly Callihan- City Manager

Re:	East 547 Community Development District InitialPublic Facilities Report Dear Mr. Callihan;
Pursuant to Section 189.008, Florida Statutes (the "Statute"), each independent special District in
Florida is required to submit an initial public facilities report (the "Report") to each local general-purpose government in which it is located within the first year of establishment. Enclosed to comply with the requirements of the Statute is the Report for the East 547 Community Development District (the "District"), dated February 04, 2026.

It is my understanding that the next "Special District's due date for filing the Report with the Local General-PurposeGovernment"for Davenport, Florida is October 1, 2030 (the "Submittal Date"). The District will send annual update letter identifying any changes to the Report prior to the next Submittal Date when a fully updated Report willbesubmitted.

Should you have any questions or comments, please feelfree to contact me at cadams@gmstnn.com or phone (865) 250-1617.

Chris Adams
Compliance Administrator

cc:	District Manager
District Counsel District Engineer

Exhibit A
Public Facilities Report

EAST 547 COMMUNITY DEVELOPMENT DISTRICT INITIAL PUBLIC FACILITIES REPORT - DATED FEBRUARY 4, 2026

PURPOSE AND SCOPE

This Initial Public Facilities Report attached as Exhibit A, is provided for the East 547 Community Development District (the "District") to comply with the requirement of Section 189.08, Florida Statutes, regarding the preparation and filingof a Special District Public Facilities Report.

PUBLIC FACILITIES

The District may currently own, operate or maintain certain of the public improvements comprising a portion of the District's "Capital Improvement Plan," as described in the District's Engineer's Report for the East 547 Community Development District dated September 4, 2020, (the "Engineer's Report"), a copy of which is attached hereto as Exhibit B. The public improvements are located within the District (or adjacent thereto) and are intended to have the capacity necessary to provide services to the planned units listed in the Engineer's Report.

Ill.  PROPOSED EXPANSIONS (7 YEAR HORIZON)

The District does not have plans to build, improve, or expand public improvements or community facilities within the District over the next seven years. Provided however, the district may construct or acquire components of the Capital Improvement Plan within the District's boundaries.

REPLACEMENT OF FACILITIES (10 YEAR HORIZON)

The District does not propose to replace any public facilities within the next 10 years.

CHAPTER 189, FLORIDA STATUTES

Attached as Exhibit C is a copy of Section 189.08, Florida Statutes for reference purposes only.

Exhibit B
Engineer's Report

EAST 547
COMMUNITY DEVELOPMENT DISTRICT

ENGINEER'S REPORT FOR CAPITAL Ii\1PROVEMENTS

Prepared for:

BOARD OF SUPERVISORS EAST547
COMMUNITY DEVELOPMENT DISTRICT

Prepared by:

WOOD & ASSOCIATES ENGINEERING, LLC 1925 BARTOW ROAD
LAKELAND, FL 33801
PH: 863-940-2040

September 4, 2020

EAST 547
COMMUNITY DEVELOPMENT DISTRICT

TABLE OF CONTENTS
INTRO.DUCTION	1-2
PURPOSE AND SCOPE	2
rfHE DEVELOPMENT	3
THE CAPITAL IMPROVEMENTS	3
CAPITAL IMPROVEMENT PLAN COMPONENTS	4-7
Stormwater Management Facilities	4
Public Road,:vays	5
Water and Wastewater Facilities	5
Off-site ln1prove1nents	6
A1nenities and Parks	6
Electric and Lighting	6
Entry Features,	7
Miscellaneous	7
PERMIT'fING	7-8
RECOMMENDATION	8
REPORT MODIFICATION	8
CONCLUSION	9

ENGINEER'S REPORT EAST547
COMMUNITY DEVELOPMENT DISTRJCT

INTRODUCTION
The East 547 Community Development District (the "District" or the "COD") is south of Davenport Blvd, and west of Hwy l 7-92, within the City of Davenport, Florida (the "City"). The District currently contains approximately 122.00 acres and is expected to consist of 509 single family lots, recreation/amenity areas, parks, and associated infrastructure.

The COD was established by City Ordinance No. 925 which was approved by the City Commission on April 3, 2020. Tbe District will own and operate the stormwater management facilities, as well as the landscape, irrigation, signage, and recreational facilities within the Development.

Public improvements and facilities financed, acquired, and/or constructed by the District will be designed and constructed to conform to regulatory criteria from the City, Polk County, Florida (the "County"), Southwest Florida Water Management District (SWF\VMD), and other applicable agencies with regulatory jurisdiction over the Development, defined below. Any public improvements or facilities acquired by the District will be at the lesser of cost or fair market value. An overall estimate of probable cost of the public improvements is provided in Exhibit 7 of this repmt.

This "Capital Improvement Plan" or "Report" reflects the present intentions of the District and the landowners. It should be noted that the location of proposed facilities and improvements may be adjusted during the final design, permitting, and implementation phases. It should also be noted that these modifications are not expected to diminish the benefits received by the clevelopable land within the District. The District reserves the right to make reasonable adjustments to the Report to meet applicable regulatory requirements of agencies with jurisdiction over the Development, while maintaining comparable levels
of benefit to the developable lands served by the improvements.Changes and modifications
are expected as changes in regulatory criteria are implemented.

1

[mplementation of any proposed facilities or improvements outlined in this Report requires written approval from the District's Board of Supervisors. Estimated costs outlined in this report are based on best available information, which includes but is not limited to previous experience \.vith similar projects. Actual costs could be different than estilnates because final engineering and specific field conditions may affect construction costs.

All storm drainage collection systems (from the curb inlets to their connection to the Storrnwater ponds) within the Development will be maintained by the District. Water distribution and wastewater collection systems (gravity lines, force mains, and lift stations), roadways, including sidewalks, will upon completion, be dedicated to the City for ownership and maintenance.

11.	PURPOSE AND SCOPE

The purpose of this Report is to provide engineering support to fund improvements in the District. This Report will identify the proposed public infrastructure to be constructed or acquired by the District along with an opinion of probable cost.

Contained within this Report is a brief description of the public infrastructure to be constructed or acquired by the District. The District will finance, construct, acqujre, operate, and maintain all or specific portions of the proposed public infrastruclme. An assessment methodology consultant has been retained by the District, who will develop the assessment and financing methodology to be applied using this Report.

The predominant portion of this Report provides descriptions of the proposed public infrastructure improvements, determination of estimated probable construction costs, and the corresponding benefits associated with the implementation of the described improvements. Detailed site construction plans and specifications have not yet been completed and permitted for the improvements described herein. The engineer has considered, and in specific instances has relied upon, the information and documentation prepared or supplied by others, and information that may have been provided by public entities, public employees, the landovmer, site construction contractors, other engineering
protessionals, Janel surveyors, and the District Board of Supervisors, including itsstaff and
consultants.
2

THE DEVELOPMENT
The Development will consist of 509 single family homes and associated infrastructure ("Development'l The Development is a planned residential community located south of Davenport Blvd, vvest of Highway 17/92 within the City. The property in the City has a land use of RM (Residential Medium), and a zoning of PUD (Planned Unit Development). The Development will be constructed in two (2) phases.

THE CAPITAL IMPROVEMENTS

The Capital Improvement Plan, (the "CIP"), consists of public infrastructure in Phases I and 2. The primary portions of the CIP will entail stormwater pond construction, roadways built to an "urban" typical section, water and sewer facilities and off-site improvements (including turn lanes and extension of water and sewer mains to serve the Development).

There will also be slonnwater strnctures and conveyance culverts within tbe CIP which will outfall into the on-site retention ponds. These structures and pond areas comprise the overall stonnwater facilities of the CIP. Installation of the water distribution and wastewater collection system will occur as needed in each phase. Below ground installation of teleconummications and cable TV \.Viii occur, but will not be funded by the District. The COD will enter into a lighting agreement with Duke Energy for the street light poles and lighting service. Only unclergrounding of wire in public right-of-way on District Land is included.

As a part of the recreational component of the CIP, a public park/amenity center will be constructed within the Development. The public park/amenity center will have connectivity to each of the other phases via sidewalks to the other po1tions of the District. The public park/amenity center will be accessed by the public roadways and sidewalks.

3

CAPITAL IMPROVEMENT PLAN COMPONENTS

The Capital Improvement Plan includes the following:

Stormwater Management Facilities
Stormwater management facilities consisting of storm conveyance systems and retention ponds are contained within the District boundaries. Stormwater will runoff via roadway curb and gutter to storm inlets. Storm culverts convey the runoff into the proposed retention ponds for water quaLity treatment and attenuation. The proposed stonnwater systems will utilize dry retention and wet retention for biological pollutant assimilation to achieve water quality treatment. The design criteria for the District's stonnwater management systems is regulated by the City, the County, and the SWFWMD. There are no known natural surface waters within the Development.

Federal Emergency Management Agency Flood Insurance Rate Map (FEMA FIRM) Panel No. 1210SC-0240O demonstrates that the property is located within Flood Zone X with portions in Zone AE. Based on this information and the site topography, it does not appear that floodplain compensation will be required.

During the construction of stonnwater management facilities, utilities and roadway improvements, the contractor will be required to adhere to a Stormwater Pol/11tio11 Prevention Plan (SWPPP) as required by Florida Department of Environmental Protection (FDEP) as delegated by the Environmental Protection Agency (EPA). The SWPPP will be prepared to depict for the contractor the proposed locations of required erosion control measures and staked turbidity barriers specifically along the down gradient side of any proposed construction activity.The site contractor will be required to provide the necessary reporting on various forms associated with erosion control, its maintenance and any rainfall events that occur during construction activity.

4

Public Roadways
The proposed public roadway sections are to be 50' rights-of-way with 24' of asphalt and Miami curb or Type Fcurb and gutter on both sides. The proposed roadway section will consist of stabiiized subgrade, lime rock, crushed concrete or cement treated base and asphalt wearing surface. The proposed curb is to be 2' wide and placed along the edge of the proposed roadway section for purposes of protecting the integrity of the pavement and also to provide stormwater runoff conveyance to the proposed stonnwater inlets.

The proposed roadways will also require signing and pavement markings within the public rights-of-'vvay, as well as street signs depicting street name identifications, and addressing, which \Viii be utilized by the residents and public. As stated above, the District's funding of roadway construction \Viii occur for all public roadways within the Development.

Water and Wastewater Facilities
A potable water system inclusive of water main, gate valves, fire hydrants and appurtenances will be installed for the development. The water service provider will be the City of Davenport Public Utilities. The water system will be a "looped" system. These facilities will be installed within the proposed public rights-of-way within the District. This water will provide the potable (domestic) and fire protection services which will serve the lands within the District.

A domestic wastewater collection system inclusive of gravity sanitary sewer mains and sewer laterals will be installed. The wastewater service provider will be the City of Davenport Public Utilities. The gravity sanitary sewer mains will be 8" diameter PVC. The gravity sanitary sewer lines will be placed inside of the proposed public rights-of-way, under the proposed paved roadways. Branching off from these se,:ver lines will be laterals to serve the individual lots. Lift stations v-,1ill transport wastewater flow from the lift stations, via a 6" force main, to an existing force main at the intersection of CR 547 and 10th Street.

Reclaimed water is not available for this site. An irrigation well to be constructed and funded by the District will be installed onsite to provide irrigation within the public right of vvay or irrigation water service shall be provided as part of the domestic water system design. Any water, sewer, or reclaim \Vater pipes or facilities placed on private property will not be publicly funded.
5

Off-Site Improvements
The District will provide funding for the anticipated turn lanes at the Development entrance, CR 547 (Davenport Blvd). The site construction activities associated with the CIP are anticipated for completion by phases based on the following estimated schedule: Phase I in 2021; Phase 2 in 2022. Upon completion of each phase of these improvements, inspection/certifications will be obtained from the SWFWMD; the Polk County Health Department (water distribution system), Florida Department of Enviromnental Protection (FDEP) (wastewater collection) and the City/County.

Amenities and Parks
The District will provide funding for an Amenity Center to include the following: parking area, pavilion with restroom facilities, pool, tot lot, dog park/all-purpose play field, and \.Valking trails between the phases to provide connectivity to the Amenity Center, and passive parks tlu·oughout the Development which will include benches and walking trails. All paths, parks, etc. discussed in this paragraph are available to the general public.

Electric and Lighting
The electric distribution system serving the Development is currently planned to be underground. The District presently intends to fund the cost of the electric conduit, transformer/cabinet pads, and electric manholes required by the District. The District shall fund only the difference in cost from overhead versus underground. Electric facilities funded by the District will be owned and maintained by the District, with DUKE providing underground electrical service to the Development. The CDD presently intends to purchase, install, and maintain the street lighting along the internal roadways within the COD or enter into a Lighting Agreement with DUKE for operation and maintenance of the street light poles and lighting service to the District. Only undergrounding of ,;,,,ire in public right-of-way on District land is included.

6

Ent1y Feature. Landscaping, and ll'rigation
Landscaping, irrigation, entry features and walls at theentrances and along the outside boundary of the Development will be provided by the District. The inigation system will use an irrigation well. The well and irrigation watennains to the various phases of the Development will be constrncted or acquired by the CDD with District funds and operated and maintained by the COD. Landscaping for the roadways will consist of sod, annual flowers, shrubs, ground cover and trees for the internal roadways within the Development. Perimeter fencing will be provided at the site entrances and perimeters. These items will be funded, owned and maintained by the CDD.
Miscellaneous
The stormwater improvements, landscaping and irrigation, recreational improvements, street lighting, and ce1iain pennits and professional fees as described in this report, are being financed by the District with the intention for benefiting all of the developable real property within the District. The construction and maintenance of the proposed public improvements will benefit the Development for the intended use as a single-family planned Development.

PERtWITTING

Construction permits for all phases are required and include the SWFWMD Environmental Resource Permit (ERP), Polk County Health Department, Florida Department of Environmental Protection (FDEP), Army Corps of Engineer Permit (ACOE), and City construction plan approval. The following is a summary of required permits obtained and pending for the construction of the public infrastruchire improvements for the District:
PHASE I

Permits/ Approvals	Approval/ Expected Date	
Zoning Approval	Approved	
Preliminat)' Plat	November 2020	
SWFWMD ERP	Janum)' 2021	
Construction Permits	Janua1y 2021	
Polk County Health Department Water	January 2021	
FDEP Sewer	January 2021	
FDEPNOI	Janumy 2021	
ACOE	Not Al)J)licable	

7

PHASE 2

Permits/ Approvals	Approval/ Expected Date	
Zoning Approval	Approved	
Preliminary Plat	November 2020	
SWFWMDERP	January 2021	
Constrnction Pennits	January 2021	
Polk County Health Department Water	January 2021	
FDEP Sewer	January 2021	
FDEPNOJ	January 2021	
ACOE	Not Applicable	

vn.	RECOMMENDATION
As previously described within this report, the public infrastructure as described is necessary for the development and functional operation as required by the City. The site planning, engineering design and construction plans for the infrastructure are in accordance with the applicable requirements of the City, and the SWFWMD. It should be noted that the infrastructure will provide its intended use and function so long as the construction and installation is in substantial conformance with the design constrnction plans and regulatory permits.

Iterns utilized in the Opinion of Probable Costs for this report are based upon proposed plan infrastructme as shown on construction drawings incorporating specifications in the most current SWFWMD and the City regulations.

REPORT MODIFICATION

During development and implementation of the public infrastructure improvements as described for the District, it may be necessary to make modifications and/or deviations for the plans. However, if such deviations and/or revisions do not change the overall primary objective of the plan for such improvements, then the costs differences would not materially affect the proposed cost estimates.

8

CONCLUSION

It is our professional opinion that the public infrastructurecosts for the CIP provided in this Report are reasonable to complete the construction of the public infrastructure improvements. Fmthermore, the public infrastructure improvements will benefit and add value to lands within the District at least equal to the costs of such improvements.

The Opinion of Probable Costs of the public infrastructure improvements is only an estimate and is not a guaranteed maximum price. The estimated costs are based upon unit prices currently experienced on an ongoing and similar basis for work in the County. However, labor market, future costs of equipment, materials, changes to the regulatory permitting agencies activities, and the actual construction processes employed by the chosen site contractor are beyond the engineer's control. Due to this inherent opportunity for changes (upward or downward) in the constrnction costs, the total, final construction cost may be more or less than this estimate.

Based upon the presumption that the CIP construction continues in a timely manner, it is our professional opinion that the proposed public infrastructure improvements when constructed and built in substantial conformance with the approved plans and specifications, can be completed and used for their intended function. Be advised that we have utilized historical costs and direct unit costs from site contractors and consultants in the County, which we believe to be necessary in order to facilitate accuracy associated with the Opinion of Probable Cosrs. Based upon the information above, it is our professional opinion that the acquisition and construction costs of the proposed CIP can be completed at the cost as stated.

9

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2.	272709-728000-010300
3.  272709-728000-010500
4.	272709-728000-010600
5.	272709-728000-010701
6.  272703-718500-041380
7.	272709-728000-011500
8.	272709-728000-011300
9.  272709-728000-011000
10. 272709-728000-010901
11.  272709-728000-011700
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EXHIBIT 1 - LOCATION MAP EAST 547 COD
CITY OF DAVENPORT

NO SCALE

LEGAL DESCRIPTION
PARCEL ONE
TRACTS 1 THROUGH 16, INCLUSIVE, ALL LYING IN THE NORTHEAST¼ OF SECTION 9, TOWNSHIP 27 SOUTH, RANGE 27 EAST, OF "FLORIDA DEVELOPMENT CO. TRACT," ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 60 OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA LESS AND EXCEPT RIGHT-OF-WAY FOR DAVENPORT BOULEVARD/STATE ROAD 547/COUNTY ROAD547, HOLLY HILL DRIVE, WEST BOULEVARD, AND SOUTH BOULEVARD, BEING MORE PARTICULARLY DESCRIBED AS:

BEGIN AT A 5/8" IRON ROD AND CAP" LB 8135" STANDING AT THE SOUTHWEST CORNER OF SAID TRACT 16, AND RUN THENCE ALONG THE WEST LINE OF SAID TRACT 16 AND SAID TRACT 1 N-00°25'34"-W, 1,247.70 FEET TO A 5/8" IRON ROD AND CAP STANDING ON THE SOUTH RIGHT-OF-WAY OF DAVENPORT BOULEVARD/STATE ROAD-547/COUNTY ROAD-547; THENCE ALONG SAID SOUTH RIGHT-OF-WAY THE FOLLOWING SEVEN (7) COURSES: 1) N-89°28'29"-E,
450.78 FEET TO A 5/8" IRON ROD AND CAP "LB 8135" THENCE 2) N-00°31'31"-W, 10.00 FEET TO A 5/8" IRON ROD AND CAP "LB 8135"; THENCE 3) N-89"28'29"-E, 375.80 FEET TO A 5/8" IRON ROD AND CAP "LB 8135"; THENCE 4) N-89°24'29"-E, 424.20 FEET TO A 5/8" IRON ROD AND CAP "LB 8135"; THENCE 5) S-00°31'31"-E, 20.00 FEET TO A 5/8" IRON ROD AND CAP "LB 8135"; THENCE 6} N-89°24'29"-E, 424.73 FEET TO A 5/8" IRON ROD AND CAP "LB 8135", SAID POINT IS ALSO A POINT OF CURVE CONCAVE NORTHERLY; THENCE 7) NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 776.20 FEET, A CENTRAL ANGLE/DELTA OF 17"43'57", CHORD BEARING OF N-80°32'30"-E, A CHORD DISTANCE OF 239.27 FEET, FOR AN ARC LENGTH OF 240.23 FEET TO A 5/8" IRON ROD AND CAP "LB 8135" STANDING AT ITS INTERSECTION WITH THE SOUTH RIGHT-OF-WAY OF HOLLY HILL DRIVE; THENCE ALONG THE SOUTH RIGHT-OF-WAY OF HOLLY HILL DRIVE N-89°26'07"-E, 722.61 FEET TO A 5/8" IRON ROD AND CAP "LB 8135" STANDING AT ITS INTERSECTION WITH THE WEST RIGHT-OF-WAY OF WEST BOULEVARD; THENCE ALONG THE WEST AND WESTERLY RIGHT-OF-WAY THEREOF THE FOLLOWING TWO (2) COURSES: 1) S-00"32'00"-E, 909.55 FEET; THENCE 2) S-34°36'19"-W, 449.21 FEET TO ITS INTERSECTION WITH THE NORTH MAINTAINED RIGHT-OF-WAY OF SOUTH BOULEVARD ACCORDING TO THE MAP BOOK 21, PAGES 55 THROUGH 60, INCLUSIVE, THE FOLLOWING NINE (9) COURSES: 1) S-88°42'31"-W, 27.01 FEET; THENCE 2) S-77°20'11"-W, 31.14 FEET; THENCE 3) S-89°39'36"-W, 1112.08
FEET; THENCE 4) N-89"21'36"-W, 130.06 FEET; THENCE 5) S-89"28'24"-W, 371.04 FEET; THENCE 6) N-89"22'41"-W,
226.73 FEET; THENCE 7) S-89°28'17"-W, 140.55 FEET; THENCE 8)S-87°51'34"-W, 77.78 FEET; THENCE 9) S-83°29'35"-W,
17.85 FEET TO A POINT ON THE SOUTH LINE OF SAID TRACT 16; THENCE ALONG SAID SOUTH LINE S-89"39'36"-W,
244.94 FEET TOTHE POINT OFBEGINNING. CONTAINING: 75.14 ACRES, MORE OR LESS. AND
PARCEL TWO
TRACTS 17 THROUGH 23, INCLUSIVE, LYING WEST OF RAILROAD RIGHT-OF-WAY, ALL LYING IN THE NORTHEAST¼ OF SECTION 9, TOWNSHIP 27 SOUTH, RANGE 27 EAST, OF "FLORIDA DEVELOPMENT CO. TRACT," ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 60, OF THE PUBLIC RECORDS OF POLK COUNTY, FLORIDA, LESS AND EXCEPT RIGHT OF WAY FOR PARK ROAD ANO SOUTH BOULEVARD, BEING MORE PARTICULARLY DESCRIBED AS--:

BEGIN AT A 5/8" IRON ROD AND CAP "LB 8135" STANDING AT THE NORTHWEST CORNER OF SAID TRACT 17, AND RUN THENCE ALONG THE NORTH LINE THEREOF, ALONG A NON-RADIAL LINE, N-89°39'36"-E, 139.88 FEET TO A 5/8" IRON ROD AND CAP STANDING ON THE WEST MAINTAINED RIGHT-OF-WAY OF PARK ROAD, ACCORDING TO MAP BOOK 21, PAGES 55 THROUGH 60, INCLUSIVE, PUBLIC RECORDS OF POLK COUNTY, FLORIDA SAID POINT ALSO BEING A POINT ON A CURVE (POINT OF CUSP) CONCAVE SOUTHEASTERLY; THENCE ALONG SAID WEST MAINTAINED RIGHT-OF-WAY THE FOLLOWING SEVEN (7) COURSES; 1) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 167.86 FEET, A CENTRAL ANGLE/DELTA OF 30°06'24", A CHORD BEARING OF S-38°55'02"-W, A CHORD DISTANCE OF 87.19 FEET, FOR AN ARC LENGTH OF 88.20 FEET; THENCE 2) S-13°06'46"-W, 71.02 FEET; THENCE 3) S-01°28'30"-W, 85.64 FEET; THENCE
4) S-01°43'49"-E, 37.98 FEET; THENCE 5), S-25'08'38"-W, 136.15 FEET TO A POINT OF CURVE, CONCAVE WESTERLY;
THENCE 6) SOUTHWESTERLY ALONG SAID CURVE HAVING A RADIUS OF 213.82 FEET, A CENTRAL ANGLE/DELTA OF	-
27°50'58" A CHORD BEARING OF S-08°24'57"-W, A CHORD DISTANCE OF 102.91 FEET, FOR AN ARC LENGTH OF 103.93
FEET; THENCE 7) S-02°58'50"-E, 57.67 FEET TO A 5/8" IRON ROD AND CAP "LB 8135" STANDING ON THE WEST LINE OF SAID TRACT 17; THENCE ALONG SAID WEST LINE N-00°24'23"-W,570.24 FEET TO THE POINT OF BEGINNING.
-	SEE PAGE 2 FOR CONTINUATION	
	EXHIBIT 2		
	EAST 547	COD		
	LEGAL DESCRIPTION		
1925 BARTO'.'/ ROAD • IA�IIAIIO.rt 33SOI			
OrFICE:(e63)9'0·20:-0 • FAX:(e6l)9-l0-� • Clll:(e6l)�2-0018			
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		PAGE l OF 11	

TOGETHER WITH

BEGIN AT A 5/8" IRON ROD AND CAP" LB 8135" STANDING AT THE INTERSECTION OF THE SOUTH LINE OF SAID TRACT 17 AND THE EAST MAINTAINED RIGHT-OF-WAY OF PARK ROAD, ACCORDING TO THE MAP BOOK 21, PAGES SS THROUGH 60, INCLUSIVE, PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID EAST MAINTAINED RIGHT-OF-WAY THE FOLLOWING NINE
(9) COURSES: 1) N-13°05'22"-E, 24.70 FEET; THENCE 2) N-20'21'11"-E, 32.06 FEET; THENCE 3) N-24°36'46"-W, 79.SS FEET; THENCE 4) N-23°34'57"-E, 6S.21FEET TO A POINT OF CURVE CONCAVE NORTHWESTERLY; THENCE S) NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 200.05 FEET, A CENTRAL ANGLE/DELTA OF 32°57'03", A CHORD BEARING OF N-09"13'18"-E, A CHORD DISTANCE OF 113.47 FEET, FOR AN ARC LENGTH OF 115.05 FEET; THENCE 6) N-02'24'49"-W, 124.45 FEET; THENCE 7) N-01°09'36"·E, 79.68 FEET; THENCE 8) N-12°06'49''·E, 57.58 FEET TO A POINT OF CURVE CONCAVE SOUTHEASTERLY;THENCE 9} NORTHEASTERLY ALONG SAID CURVE HAVING A RADIUS OF 133.34 FEET, A CENTRAL ANGLE/DELTA OF 56°00'37", A CHORD BEARING OF N-47°24'33"-E, A CHORD DISTANCE OF 125.22 FEET, FOR AN ARC LENGTH OF 130.3S FEET TO A 5/8" IRON ROD AND CAP "LB 8135" STANDING ON THE SOUTH RIGHT-OF-WAY OF SOUTH BOULEVARD, ACCORDING TO THE PLAT RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID RIGHT-OF-WAY N-89°39'36"-E, 2,098.38 FEET TO A 5/8" IRON ROD AND CAP "LB 813S" STANDING AT THE NORTHEAST CORNER OF SAID TRACT 23, ALSO BEING THE NORTHWEST CORNER OF TRACT 24 OF SAID "FLORIDA DEVELOPMENT CO. TRACT"; THENCE ALONG THE EAST LINE OF SAID TRACT 23, ALSO BEING THE WEST LINE OF SAID TRACT 24, S-00°30'31"-E, 90.76 FEET TO A 5/8" IRON ROD AND CAP "LB 8135" STANDING ON THE WESTERLY RIGHT-OF-WAY OF THE CSX RAILROAD; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY S-34°37'32"-W, 676.80 FEET TO A CONCRETE MONUMENT "RLS 935" STANDING ON THE SOUTH LINE OF SAID TRACT 22; THENCE ALONG THE SOUTH LINE OF TRACTS 17 THROUGH 22, INCLUSIVE, S-89"45'34"-W, 1,909.39 FEET TO THE POINT OF
BEGINNING.	---

ALL CONTAINING: 31.14 ACRES, MORE OR LESS

AND

PARCEL THREE
PART OF THE SOUTHWEST¼ OF THE SOUTHWEST¼ OF SECTION 3, AND PART OF THE NORTHWEST¼ OF THE NORTHWEST¼ OF SECTION 10, ALL IN TOWNSHIP 27 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA. THE PROPERTY DESCRIPTION INCLUDES: LOTS 38 THROUGH S7, INCLUSIVE, IN BLOCK 197, AND LOTS 1 THROUGH 18, INCLUSIVE, (BEING ALL OF THE LOTS), IN BLOCK 198, AND LOT 8 IN BLOCK 199, ACCORDING TO THE PLAT OF "RESUBDIVISION BY HOLLY HILL GROVE & FRUIT COMPANY" IN DAVENPORT, RECORDED IN PLAT BOOK 21, PAGE 39 PUBLIC RECORDS OF POLK COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS:

BEGIN AT A 5/8" IRON ROD AND CAP " LB 8135" STANDING AT THE INTERSECTION OF THE EAST RIGHT-OF-WAY OF WEST BOULEVARD AND THE WESTERLY RIGHT-OF-WAY OF THE CSX RAILROAD, AND RUN THENCE ALONG SAID EAST RIGHT-OF-WAY N-00°32'00"-W, 1195.51 FEET TO A ½" IRON ROD WITH NO IDENTIFICATION; THENCE N-89°42'00"-E, 200.00 FEET TO A 5/8" IRON ROD AND CAP "LB 8135"; THENCE N-00°28'24"-W, 170.00 FEET TO A ½" IRON ROD WITH NO IDENTIFICATION; THENCE N-89°42'00"-E, 294.80 FEET; THENCE S-64°44'00"-E, 383.27 FEET TO A 5/8" IRON ROD AND CAP "LB 8135" STANDING ON THE WESTERLY RIGHT-OF-WAY OF THE CSX RAILROAD; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY THE FOLLOWING
TWO (2) COURSES: 1) S-33°13'08"-W, 75.13 FEET TO A 5/8" IRON ROD AND CAP "LB 8135"; THENCE 2) S-34°36'19"-W, 1,387.90 FEET TO THE POINT OF BEGINNING.

CONTAINING: 13.35 ACRES, MORE OR LESS.
ANO

....

SOUTH BLVD
THAT PART OF THE NORTHEAST ¼ OF SECTION 9, TOWNSHIP 27 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING DESCRIBED AS:

-

BEGIN AT A 5/8" IRON ROD AND CAP "LB 8135" STANDING AT THE SOUTHWEST CORNER OF TRACT 16 OF "FLORIDA DEVELOPMENT CO. TRACT" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, AND RUN THENCE ALONG THE NORTH LINE THEREOF N-89°39'36"-E, 244.94 FEET TO ITS
INTERSECTION WITH THE NORTH MAINTAINED RIGHT-OF-WAY OF SOUTH BOULEVARD ACCORDING TO MAP BOOK 21, PAGES 5S-60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA;

-
f,\.!>.� '\ i"?"\

?--,wooo

SEE PAGE 3 FOR CONTINUATION ,_

EXHIBIT 2

, �- /·1)r:;-7"l	0
'·'	L')I('/ _r	{."_,,·._ ASSOCIATES
Fr,glneerlng  I LC
192S SAAlOWROAO • IA<ElAND. FU3601 OFF:CE:{863)9-:0-l<MO' FJ\X:(86))9-:0-� • CEll:(S63J�2-0018
EMA.fl: INFO�WOOOClVTLC0.',1

EAST 547 COD
LEGAL DESCRIPTION

PAGE 2 OF 11

THENCE ALONG SAID NORTH MAINTAINED RIGHT-OF-WAY THE FOLLOWING NINE (9) COURSES: 1) N-83°29'35"-E, 17.85 FEET; THENCE 2) N-87°51'34"-E, 77.78 FEET; THENCE 3) N-89°28'17"-E, 140.55 FEET; THENCE 4) S-89°22'41"-E, 226.73 FEET; THENCE
5) N-89°28'24"-E, 371.04 FEET; THENCE 6) S-89°21'36"-E, 130.06 FEET; THENCE 7) N-89°39'36"-E, 1,112.08 FEET; THENCE 8) N-77°20'11"-E, 31.14 FEET; THENCE 9) N-88°42'31"-E, 27.01 FEET TO THE INTERSECTION OF SAID SOUTH MAINTAINED RIGHT-OF-WAY AND THE WESTERLY RIGHT-OF-WAY OF WEST BOULEVARD; THENCE CONTINUE N-88°42'31"-E, 24.69 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF THE CSX RAILROAD RIGHT-OF-WAY; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY OF THE CSX RAILROAD S-34°36'19"-W, 45.76 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF TRACT 24 OF
SAID "FLORIDA DEVELOPMENT CO. TRACT"; THENCE S-89°39'36"-W, 63.75 FEET TO A 5/8" IRON ROD AND CAP "LB 8135" STANDING AT THE NORTHWEST CORNER OF SAID TRACT 24, ALSO BEING THE NORTHEAST CORNER OF TRACT 23 OF SAID "FLORIDA DEVELOPMENT CO. TRACT", SAID POINT ALSO LIES ON THE NORTH RIGHT-OF-WAY OF SOUTH BOULEVARD PER PLAT BOOK 3, PAGE 60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTH RIGHT-OF-WAY S-89°39'36"-W, 2,098.38 FEET TO ITS INTERSECTION WITH THE EASTERLY MAINTAINED RIGHT-OF-WAY OF SOUTH BOULEVARD ACCORDING TO MAP BOOK 21, PAGES 55-60, PUBLIC RECORDS OF POLK COUNTY, FLORIDA, SAID POINT ALSO LIES ON THE NORTH LINE OF TRACT 17 OF SAID "FLORIDA DEVELOPMENT CO. TRACT"; THENCE ALONG SAID NORTH LINE OF TRACT 17 AND CONTINUING S-89°39'36"-W, 59.45 FEET TO A 5/8" IRON ROD AND CAP "LB 8135" STANDING AT ITS INTERSECTION WITH THE WESTERLY MAINTAINED RIGHT-OF-WAY OF SOUTH BOULEVARD ACCORDING TO SAID MAP BOOK 21, PAGES 55-60; THENCE CONTINUE
ALONG SAID NORTH LINE OF TRACT 17 AND CONTINUING S-89°39'36"-W, 139.88 FEET TO A 5/8" IRON ROD AND CAP "LB 813S'' STANDING AT THE NORTHWEST CORNER OF SAID TRACT 17; THENCE CONTINUE S-89"39'36"-W, 15.00 FEET; THENCE N-00"52'59"-W,30.00 FEET TO THE POINT OF BEGINNING.

CONTAINING: 74,377 SQUARE FEET, 1.707 ACRES, MORE OR LESS.

AND

WEST BOULEVARD
THAT PART OF THE NORTHEAST¼ OF SECTION 9, AND THE NORTHWEST¼ OF SECTION 10, LYING IN TOWNSHIP 27 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING DESCRIBED AS:

BEGIN AT A 5/8" IRON ROD AND CAP "LB 8135" STANDING AT THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY OF HILLY HILL DRIVE ANO THE WEST RIGHT-OF-WAY OF WEST BOULEVARD, AND RUN THENCE N-89°28'00"-E, 31.25 FEET TO A POINT ON THE EAST RIGHT-OF-WAY OF WEST BOULEVARD; THENCE S-00°32'00''-E, 917.67 FEET TO A 5/8" IRON ROD AND CAP "LB 8135" STANDING AT THE INTERSECTION OF SAID EAST RIGHT-OF-WAY AND THE WESTERLY RIGHT-OF-WAY OF THE CSX RAILROAD; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY S-34°36'19"-W, 28.23 FEET TO A POINT ON THE WEST LINE OF SAID SECTION 10, ALSO BEING THE EAST LINE OF SAID SECTION 9; THENCE ALONG SAID WEST LINE, ALSO BEING SAID EAST LINE, N-00°32'00"-W, 17.78 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF THE CSX RAILROAD; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY S-34°36'19"-W, 26.06 FEET; THENCE N-00°32'00"-W, 34.75 FEET TO A POINT ON THE WEST RIGHT-OF-WAY OF WEST BOULEVARD; THENCE ALONG SAID WEST RIGHT-OF-WAY N-00"32'00"-W, 909.55 FEET TO THE POINT
OF BEGINNING.	--

CONTAINING: 29,104 SQUARE FEET, 0.668 ACRES, MORE OR LESS.

COD CONTAINS APPROXIMATELY 122.00 ACRES, MORE OR LESS.

-
-

1925 BARTOW ROAD • LAXHA��o. rL 33SOI
Off!(£:(863)9-:0-�0 • FAXc(Ul)�0-2lU4 ' CHI:(863)E,62.(()JS
fl.f..AJL;L'ffOe,WOOOCMLC0�.1

EXHIBIT 2
EAST 547	COD LEGAL DESCRIPTION

PAGE 3 OF 11

N

250 125  0	500
Scale: I" = 500'

	

DAVENPORT BLVD.
(SR-547r<CR-547)		

DAVENPORT. BLVD.
(SR-547)(CR-547)	

HOLLY HILL	

DRIVE	

TRACT	

TRACT	

TRACT	

TRACT	

TRAC)"	

TRACT	

TRACT	

TRACT	
I	2	3	4	5	6	7	8	
PARCEL  ONE		
SEE PAGES S TO 6		
FL.ORIO,\ DEVELOPMENT CO. TRACT	FLORIDA DEVELOPMENT CO. TAAC'r		
	PLA'r°BOOK 3, PAGE 60		PLAT 800!< 3, PAGE 60		
TRACT	TRACT	TRACT	TRACT	TRACT	TRACT	TRACT		
16	15	14	13	12	11	10		

FLORIDA DEVELOPMENT CO, TRACT		

FLORIDA DEVELOPMENT CO. TRACT	

,PARCEL THREE
SEE PAGE 9

,S?'

HESUBDJVISIOM OF liOLLY HILL GROVE & FRUIT COf,iPANY PlAT BOOK 2 I.
PAGE 3\J
o�<P

fl

,J'�"'
ti!'�

	

PLAT BOOK 3, PACE 60	PLAT BOOK 3. PAGE GO

TRACT
17

TAACT
18

TAACT
19

Tf'IAC"f	TRACT
PA�CEL  'PWO
SEE PAGES 7 TO 8

TRACT
22

PAGE_NUMBER KEY  MAP

t�i--)�.·�J,r,-},•W,�:	OOD
<  •,,_tf1)t:,f	�

'	/

(. i..,l).l;·-	ASSOCIATES
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)925BARTOW ROAD • LAKELAND, FL 33801 OFFICE: (863) g40.z0,,10 • FM: (863) 940-2044 • CELL;(863)
662-0018
EMAIL;INFO®WOODCMLCOM

EAST 547 CDD
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(NOT A SURVEY)

PAGE 4 OF l l

N

1�5	0	]50	300
Scale: I" = 300'

DAVENPORT BLVD.
s,(��·TitRr:c-547} (CR-547hoRTH LINE SECTION 91...; • 1P.ic DAVENI

29 E f'LB SUl'l

('La 81Wl	SOUTH RtGHT-Of-\'IAY	nsa1is·1  (SR-54

'.i1°��l�cl N89°28'29"E

s:.·,k'tc  N89028,  ..  ssi·1Rtc

0	,	,	A 	sbuTH RIGHT-
N89 24 29'E  1;,·(tic	N89°24'29"E

\..D...
0z
<(

450.78'

I'll! sm·1	375,80'	424.20'	l'!B Blll'I	424.73'
N00°31'3l"W	s00°31'31"E	I
10.00'	20.00'
I

.... TRACT
1/1
t:;	I
<(
a:

TRACT 2

TRACT 3

TRACT!  'sl'
4	Ill
l�

TRA
5

I---
wz
:J

PARCEL ONE

Iwa.

,�

I�

ti;  FLORIDA DEVELOPMENT CO. TF{/-\CT
�	PLAT BOOI< 3, PAGE 60	lw
0r--

15

r--
<:t
N
I�

� TRACT	TRACT	Tr-=!/-\CT	TRAC7I �

TA/.

I

o

N	'16	·15	14	·13	l
S83°29'35"W	s89°28'11"w

I

�	17 .85'	140 s"s• -	N89°2n6"W
•	•	JJ:30,,06'
ss9°39'36"W S87°51'34"W	N89°22'41"W	ss9•2a•24"w	sa9°39•35"w

244.94'
SOUTH LINE

177.78' , .•

226.73'	r371.�	Illll--2.�

�•' lll&C
l'l6813\')

TRACT 16 NORTH MAlfllTAINE01 RIGHT-OF-WAY -, PER MAP BOO • 2 I IPAGES' 55-60

1

5;o' IHCr	;,�·:S' IR&�
l'lSsm·1•1 '/ ( I	•m j

.:->\ 11  I !""I HI	V ,

PARCEL TWO

POINT OF BEGINNING
SOUTHWEST CORNER TRACT 16
-	5/8" IRON ROD & CAP ("LB 8135")	-

-	-

t<)·J-.·,�,-)-:}.:..�\ ,·\AV

100D

PARCEL ONE

8<

Vr>
1" ';-1j()t:.,rl	ASSOCIATES
-·--  (	Engineering  lLC
l925 BARTOW ROAD • LAKELAND, FL 33801
OFFICE: {663) 940·20J0 • FAX; (863) 940-2044 • CELL:(663)
662-0018
Et.Wt.: INFOil>WOODCMLCOM

SKETCH TO ACCOMPANY
LEGAL DESCRIPTION
(NOT A SURVEY)

PAGE S OF 11

N

150 75	0	ISO	300
Scale: l" = 300'

L

.	CO:iCRETE ill::
NORTH LINE secno,i 9 -	DAVENPORT  BLVD.	I.�· ,He	HOLLY HILL DR1vE\�:o'rt�,
�:,• IR6C  (:	')	)	rt8  IWJ	D/

RF.
HC

IAY

o24'29"E

l'lB 8 H'I  ,OSR-547(.  CR-547	CO.\(P(T(  SOUTHIR!GHT-OF-WAY l,'8' IRlC	&

N89

s  UTH RIGHT•  -I	-.

i·o:iii-'EUT	nssn1·i

s-.·, sc	N89°24'29"E  �. lHC	ri:o10:i

424.20'	ns aiwi	424.73'	ns 31i;-1

RADIUS=776.20'	N89"26'07"E	I

s00°31'31"!:		I	DELTA=17"43'57"	122.61' 20.00'	I		 LENGTH=240.23'
CHORD

I

BEARING=N80"32'30"E CHORD=239.27'
T	"ll:'(/\c�·1	-, Fll-\CT	·rt=1ACT	TnACT	TRACT
/!. Cl,	5	6	7	0
<( I

�I
W·
(/) I

PARCEL  ONE
1=:LORIDA Dl.=VELOPMl::NT CO. TflAc-r PLAT 8001< 3, PAGE 60

TRACT 12

TRACT 11

PARCEL  TWO

·rRACT
·10

l.o• IR6C
ne Slll'J

.

,(	e0x

1i;t:>N 0 0 D
Assoc1ArEs
fr,glne i:, tr.9  l lC
1925 BARTO\'/ ROAD ' LAKHANO. Fl 3300I
Off!CE: (863) 900-2040 • FAX:(863)9-I0·20.14 • CELl;(863) 662-0018
EMAlt;INFO@\'/OODCMLCOl.1

PARCEL ONE SKETCH TO ACCOMPANY
LEGAL DESCRIPTION
(NOT A SURVEY)

PAGE 6 OF l l

N	LESS & EXCEPT COURSE TABLE

100 50	0

100	200

POINT OF BEGINNING	'

NO.	BEARING DISTANCE	NO.	BEARING DISTANCE	
<D	S13°06'46"W 71.02'	{7) N20°21'11"E 32.06'	
(-- l
2	SOl 028'30"W  85.64'	(8\ N24°36'46"W 79.55'	
\~3 J	S0l043'49"E  37.98'	19' N23°34'57"E 65.21'	

I�)	S25°08'38"W  136.15'	([o N02°24'49"W  124.45	
15	S02°58'50"E 57.67'	(1�1	NOl 009'36"E  79.68'	
l�I	N13°05'22"E 24.70'	(8· Nl 2°06'49"E 57.58'	

NORTHWEST CORNER
TRACT 17 5/8" IRON ROD &

�-	
Scale: l" = 200'

CAP ("LB 8135")

PARCEL  ONE

5/8" I.R.&C

RIGHT-OF-WAY - PER PLAT BOOK 3, PAGE 60

,·Ls ans·,......,..------t-1--------,s�c--):r,lJ..,...,.Hr-+r-.A""tT1-r71v1'"""1..----------+1----

s,8" I.R.&C	I	tl-�18'_�Rl3.&S�)

('LB 8135")	c.,"'

cJ' u

SOUTH

N89°39'36"E  2098.38' (TOTAL)	I

NORTH LINE�	-	.,	I

I

  IMCT 17_ t::; 2_ ,-	-{l 21
N89039'36"E<(	-	FLORIDA  DEVEL.OPfv'IENT	r--.	FL 

1

(NON•RADIALf- r
139.88'	� !✓

-  ·-- ·U'	CO.	TRACT	I �

<(

,·f,-;WJ � >. --	PLAT BOOK  3, PAGE  60	I 11-	PL

AL¼-

-	� I-

w •	t10>	I w
<(	--

4 �	� 0 -�- TRACT	TRAc1·	TRACT	TRA't-"1
� <( �	17	18	·19	20,�

I

·	�-

- MAINTAINED

?1/'lI0-:: Cf	,.,,	-- . LESS AND EXCEPT

_J

I�

I

PARCEL  TWO

�	•• .	RIGHT-OF-WAY -
<!-	,		, 9 1 PER MAP BOOK 21,

7	I

i�,	'[" - -----------ii  PAGES 55-60	I�
S/8' I.R.&OI	.••••• -	I	SOUTH LINE TRACTS 17-22
('LB 8135")	---· • •-•	-
-----------•.�)	S89°45'34"W  1909.39' (TOTAL)	1
5/8" I.R.&i'\
("LB 8135:)�

POINT OF BEGINNING	Less & Exce�t -  Curve Table	
INTERSECTION SOUTH LINE TRACT 17
& MAINTAINED RIGHT-OF-WAY LINE
5/8" IRON ROD & CAP ("LB 8135")		
	Curve #	Length	Radius	Delta	Chord Length	Chord Bearing	
	Cl	88.20'	167.86'	30° 06' 24"	87.19'	538° 55'	02"W	
	C2	103.93'	213.82'	27° SO' 58"	102.91'	sos· 24'	57"W	
	C3	J 15.05'	200.05'	32° 57' 03"	I 13.47'	N09° 13'	18"E	
	C4	130.35'	133.34'	56° 00' 37"	125.22'	N47" 24'	33"E	

' \
-

-

/;;:J{>�Wc_)OOD
( '; '11'/·''1	()(  ASSOCIATES
) \	•· ·	fn91nee11n9  llC
1925BARTOW ROAO • LAKELAND, Fl 33801 OfFICE: (063) 9>0-20¾0 • FNX:(863) 940-2044 • CElL;(063)
662-0018
EMAJL;!NfO@WOOOCMLCOt.1

fARCEL TWQ
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(NOT A SURVEY)

-

PAGE 7 OF 11

N

JOO 50	0	JOO	200
Scale: I" = 200'
PARCEL ONE
NE CORNER TRACT 23
NW CORNER TRACT 24

8135")

0

.-.J..	..:,N�89..:,.,,;:;3..:,9'�36_."_.E_2..._09.....18...,.3,_.8_' ..1(T.....10T-A«...L�)	5,/f8'�"I.R.&C

I	SOUTH RIGHT-OF-WAY -  PER PLAT BOOK 3, PAGE 60
soo•30•31"E 90.76'

518

I	EAST LINE TRACT 23

' I.R.&C
('LB 8135")

(0 I	FLORIDA	DEVELOPMENT	WEST LINE TRACT 24	�

23 i::{£3'<rP

�I	CO. TRACT	TRACT_ .\.  ()	§
�:	PLAI  BOOK  3, PAGE  60
-R��T	TRACT	TRACT	_4,"�$�� !v
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21	2 2	.� ,,::,�'y	Q)

�}l	-	•-	� 1-._0 ""(,,	A

I	�0�	\

I I	PARCEL  TWO	0 47...L	f. '
�I	O	-..

cl

�I	�V

�

SOUTH LINE TRACTS 17-22
S89°45'34"W 1909.39' (TOTAL)
�	CONCRETE '(.
MONUMENT
("RLS 935")

\y

.:,/1:,�t,\AI O OD
?C�,c'i)1L-'?Y
'  ','-rr-·· I	Cx ASSOCIATES
" \	Fnglneerlng  lLC
1925BARTOW ROAD • LAKELAND, FL 33801 OFFICE: (863) 940-2040 • FAX: (863) 940-2044 • CELL; (863)
662,0018
EMAIL;lNFO�IVOOOCMLCOM

PARC!:;h TWO
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
(NOT A SURVEY)

PAGE 8 OF 11

N

""'w"'
W\.?
l.?z
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.:i
:i: t-
i-::>

!/�" I.R.&C
!"NO 1.D.")

5/8" I.R.&C
('LB 8135")

5�	�	N89°42'00"E
�:::;	;; 0	294.80'

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jill2" I.R.&C	g,...
gg•('_N_O_I.D_••_)--��/8" l.R.&C
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i§�	200.00'
5u

JOO , 50 9	JOO	200
Scale: 1• = 200'

5/8" I.R.&C
('LB 8135")

WV'
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:J;::
:	�"'·
CONCRETE�� MONUMENT
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('LB 8135") ,  �

PARCEL THREE

HESUBDIVISION	OF HOLLY	HILL GROVE &	FRUIT COIVIPANY PLAT BOOK 21,
PAGE 39

SOUTH LINE SECTION 3 NORTH LINE SECTION 10

	POINT OF BEGINNING
INTERSECTION OF
EAST RIGHT-OF-WAY WEST BOULEVARD & WESTERLY RIGHT-OF-WAY CSX RAILROAD 5/8" IRON ROD & CAP ("LB 8135")

5/8' I.R.&C

o

{"LB 8135")

cJ�.1.�..'�...f..:\.,�J,..�-wo	o
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LEGEND
--	(W) --	EXISTING 8" WATER LINE (CITY OF OAVENPORD
--	(FM)-	EXISTING 8'' FORCE MAIN (CITY OF DAVENPORT)

COMPOSITE EXHIBIT 6
EAST 547	CDD WATER & SEWER MAP

Composite Exhibit 7
EAST 547 COD
Community Development District Summary of Probable Cost

lnfrastructure!10l!7l	Phase 1
 {261Lots)	 2019-2023	  Phase 2	
 (248 Lots}	
2020-2024	
Total
{509 Lots)	
Offsite lmprovements<1H5l	$ 178,000.00	$ 172,000.00	$	350,000.00	
Stormwater Management lll(2H3H5l	$ 720,000.00	$ 680,000.00	$ 1,400,000.00	
Utilities (Water, Sewer, & Street lighting) <1><5l 191	$1,900,000.00	$1,700,000.00	$ 3,600,000.00	
Roadway(ll!4J15l	$1,800,000.00	$1,642,450.00	$ 3,442,450.00	
Entry Feature <1ll5l	$ 380,000.00	$ 360,000.00	$	740,000.00	
Parks and Amenities <1H6l	$ 440,000.00	$ 440,000.00	$	880,000.00	
Contingency	
.-· j•		s 540,000.00	s	500,000.00			S	1,040,000.00		
	TOTAL:			-	
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·�	$5,9	_58;<f0j).00 ,·	_$-5,494,11511.00			.$n;4S'2;-.iso.oo	·-;	

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Notes:
Infrastructure consists of roadway improvements, stormwater management facilities, master sanitary sewer lift station and utilities, entry feature, landscaping and signage, and neighborhood parks.
Excludes grading of each lot for initial pad construction in conjunction with home construction, which will be provided by home builder.
Includes stormwater pond excavation. Costs do not include transportation to or placement of fill on private property.
Includes sub-grade, base, asphalt paving, curbing, and civil/site engineering.
Includes subdivision infrastructure and civil/site engineering.
Includes entry features, signage, hardscape, landscape, irrigation, and fencing.
Estimates are based on 2019 cost.
Includes entry features, signage, hardscape, landscape, irrigation and fencing.
The CDD presently intends to purchase, install, and maintain the street lighting along the internal roadways within the COD or enter into a Lighting Agreement with DUKE for operation and maintenance of the street light poles and lighting service to the District. Only undergrounding of wire in public right-of-way and on District land will be funded with bond proceeds.
Estimates based on Master Infrastructure to support development of 509 lots.

Composite Exhibit 7
EAST 547 COD
Community Development District Summary of Proposed District Facilities

District Infrastructure	
Construction	
Ownership	
Capital Financing*	012eration and	
				Maintenance	
					
Offsite Improvements	District	Polk County	District Bonds	Polk County	
Stormwater Facilities	District	District	District Bonds	District	
Uh Stations/Water/Sewer	District	City of Davenport	District Bonds	City of Davenport	
Street Lighting/Conduit	District	**District	District Bonds	**District	
Road Construction	District	District	District Bonds	District	
Entry Feature & Signage	District	District	District Bonds	District	
Parks and Amenities	District	District	District Bonds	District	

*Costs not funded by bonds will be funded by the developer
**Street lighting/conduit shall be owned and maintained by the District or the District shall enter into a lease agreement witl1Duke Energy.

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Exhibit C
Section 189, Florida Statutes

Select Year:	2025  :	Go

The 2025 Florida Statutes

Title XIII PLANNING AND DEVELOPMENT

Chagter 189
UNIFORM SPECIAL DISTRICT ACCOUNTABILITY ACT

View Entire Chapter

189.08	Special district public facilities report.-
It is declared to be the policy of this st_ate to foster coordination between special districts and local general-purpose governments as those local general-purpose governments develop comprehensive plans under the Community Planning Act, pursuant to part II of chapter 163.
Each independent special district shall submit to each local general-purpose government in which it is located a public facilities report and an annual notice of any changes. The public facilities report shall specify the following information:
A description of existing public facilities owned or operated by the special district, and each public facility that is operated by another entity, except a local general-purpose government, through a lease or other agreement with the special district. This description shall include the current capacity of the facility, the current demands placed upon it, and its location. This information shall be required in the initial report and updated every 7 years at least 12 months before the submission date of the evaluation and appraisal notification letter of the appropriate local government required by s. 163.3191. The department shall post a schedule on its website, based on the evaluation and appraisal notification schedule prepared pursuant to s. 163.3191(6), for use by a special district to determine when its public facilities report and updates to that report are due to the local general-purpose governments in which the special district is located.
A description of each public facility the district is building, improving, or expanding, or is currently
proposing to build, improve, or expand within at least the next 7 years, including any facilities that the district is assisting another entity, except a local general-purpose government, to bu1ld, Improve, or expand through a lease or other agreement with the district. For each public facility identified, the report shall describe how the district currently proposes to finance the facility.
If the special district currently proposes to replace any facilities identified in paragraph (a) or paragraph
(b) within the next 10 years, the date when such facility will bereplaced.
The anticipated time the construction, improvement, or expansion of each facility will becompleted.
The anticipated capacity of and demands on each public facility when completed. In the case of an improvement or expansion of a public facility, both the existing and anticipated capacity must be listed.
A special district proposing to build, improve, or expand a public facility which requires a certificate.of need pursuant to chapter 408 shall elect to notify the appropriate local general-purpose government of its plans either in its 7-year plan or at the time the letter of intent is filed with the Agency for Health Care Administration pursuant to s. 408.039.
Those special districts building, improving, or expanding public facilities addressed by a development order issued to the developer pursuant to s. 380.06 may use the most recent local government report required bys. 380.06(6) and submitted by the developer, to the extent the annual report provides the information
required by subsection (2).

The facilities report shall be prepared and submitted within 1 year after the district's creation.
{6) For purposes of the preparation or revision of local government comprehensive plans required pursuant to
s. 163.3161, a special district public faciltties report may be used and relied upon by the local general-purpose government or governments within which the special district is located.
Any speciat district that has completed the construction of its public facilities, improvements to its facilities, or its development is not required to submit a public facilities report, but must submit the information required by paragraph (2)(a).	.
A special district plan of redamation required pursuant to general law or special act, including, but not limited to, a plan prepared pursuant to chapter 298 which complies with the requirements of subsection (2), shall satisfy the requirement for a public facilities report. A water management and control plan adopted pursuant to s. 190.013, which complies with the requirements of subsection (2), satisfies the requirement for a pubtic facilities report for the facilfties the plan addresses.
The Reedy Creek Improvement District is not required to provide the public facilities report as specified in subsection (2).
Each deepwater port listed ins. 403.021(9)(b) shall satisfy the requirements of subsection (2) by
submitting to the appropriate local government a comprehensive master plan as required bys. 163.3178{2)(k). All other ports shall submit a public facilities report as required in subsection (2}.
History.-s. 20, ch. 89-169; s. 26, ch. 95·280; s. 16, ch. 97·255; .s. 17, ch. 99-8; s. 38, ch. 2011-139; s. 15, ch. 2012-99; s. 35, ch.
2014-22; s. 9, ch. 2018·158; s. 6, ch. 2023-31.
Note.-Former s. 189.415.

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