WINDSOR AT WESTSIDE
COMMUNITY DEVELOPMENT DISTRICT

ENGINEER'S REPORT
INFRASTRUCTURE IMPROVEMENTS

PREPARED FOR

Windsor at Westside Community Development District Board of Supervisors
c/o Governmental Management Services- Central Florida, LLC 135 W. Central Blvd., Suite 320
Orlando, FL 32801

PREPARED BY

OSCEOLA ENGINEERING INCORPORATED

1003 Fl..DRIDA AVENUE, ST, CLDUD, F"L 34769
40?.B9l.0452
t .:F"D T  l ll"H'   .b..T  P'   nv     A 1 1T  H  n   S117  .&T  t M N    N :n .   269.fifi

ADOPTED
November 20, 2014

OSCEOLA
ENGINEERING
I  N  □ CI R  F'  CI R  P, T E C

WINDSOR AT WESTSIDE COD ENGINEER'S REPORT TABLE OF CONTENTS

Narrative
L Introduction	1
a. Location and General Description ...... ... .... .. .... ... .. .. .... ... ... ....•	1
b. District Purpose and Scope .... ... .. ... .... ... .. .... ... .. ... .. .. ..•........•	1
c. Description of Land Use ......... ...... ... ... ...... ... ...... ... ••.  •..•  ••	2
II. Status of Permitting................., ......................................,	2
Ill. Infrastructure Benefit	4
IV. Infrastructure  Improvements  .........................................................,.....•  4
Description  of the Infrastructure and Construction Schedule	5
Storm Water Management Systems (Phases 1 & 2)....•..•. ...........•.	5
External Roadway (Monaco Blvd.)	5
Emergency Access Road (Phase 2)	6
Monaco Blvd./Westside Blvd. Landscaping (Phases 1 & 2)	6
Potable Water Distribution System (Phases 1 & 2)......... .......•...•••.•	6
Sanitary Sewer Collection Systems (Phases 1 & 2)	7
g. Reclaimed Water Distribution System.....................··············••uN 	7
h. Professional and Inspection Fees (Phases 1 & 2)	7
i.  Construction Schedule ... .. . . .. .. . ... . ..... ... ... .. ... . ... . .. .. . ... .. . ... ... •	8
VI. Ownership and Maintenance ... .... .. ... ... ...... .... .. ... .. .... ... ...... ... ... •.	8
Real Property Interests	8
Estimate of Capital Improvement Costs	9
IX. Conclusions and Summary Opinion .... .. ... ...... .... .. .... .. .... .. ... •.	9

11-zo t'!
aymond C. St	gl·e II, P.E.	Date Florida Engineer License No. 41220 Osceola Engineering, Inc. No. 26265

OSCEOLA
ENGINEERING
I  N  C O  R P  i;,! R   A   T   .It 0 

WINDSOR AT WESTSIDE CDD ENGINEER'S REPORT TABLE OF CONTENTS

Appendix
Location Map ... ...... ... .... ....... ... .... .. ...... ............,...........  Exhibit1
District Description  Sketch................................................      Exhibit 2
PD Concept  Plan............................................................        Exhibit 3
Permit  Status  Table.........................................................           Exhibit 4
Phase 1 Storm Water Management Map ...............•.•....... ••..     Exhibit 5A
Phase 2 Storm Water Management Map.............................        Exhibit  5B
Phase 1 Water Distribution System Map ... ... .............•.... .•.   ...  Exhibit 6A
Phase 2 Water Distribution System Map................................ Exhibit 68 Phase 1 Sanitary Sewer Collection System Map ... ... ... ... ... .... Exhibit 7A Phase 2 Sanitary Sewer Collection System Map..................... Exhibit 78 Phase 1 Reclaimed Water Distribution System Map................... Exhibit 8A Phase 2 Reclaimed Water Distribution System Map•.......•..•.•••... Exhibit 8B Construction Cost Estimates ... ... ... ... ... ... ...... ...... •.. •.. ... ... ... Exhibit 9

11.-2-0-11
aymond C. St	gle II, P.E.	Date Florida Engineer License No. 41220 Osceola Engineering, Inc. No. 26265

ii

OSCEOLA
ENGINEERING
INCORPORATED

WINDSOR AT WESTSIDE CDD ENGINEER'S REPORT

Introduction

Location and General Description. Windsor at Westside (a.k.a. Sunterra West) is a residential land development project {the "Development") located in north-western Osceola County, Florida. The Development contains approximately 160.25 acres and is wholly contained within the limits of the Windsor at Westside Community Development District (the "District"). The District is located east of Westside Boulevard and south of North Goodman Road, approximately 2.2 miles south of US Highway 192, all within Section 10, Township 25 South, Range 27 East. The location  of  the  District  is graphically shown on Exhibit 1-Location Map and the District Boundaries are shown by phase on Exhibit 2- Description Sketch, both located within the Appendix  of  this report.

In accordance with the Osceola County Comprehensive Plan, the  Development  is located within an area assigned future land use of Mixed Use with the corresponding zoning designation of Planned Development. The Sunterra West Planned Development, PD13-00004 was approved by the Board of County Commissioners of Osceola County, Florida on July 16, 2013. The PD Concept Plan is included as Exhibit 3 in  the Appendix.

District Purpose and Scope. The District has been established for the purpose of financing, acquiring or constructing, maintaining, and operating a portion of the infrastructure necessary for the public infrastructure within the District. The purpose  of  this report is to provide a description of the infrastructure improvements to be financed and/or acquired by the District. The District will finance, acquire  and/or  construct,  operate and maintain certain aspects of the public infrastructure improvements that are needed to serve the public aspects of the Development and allocate the costs for the infrastructure improvements. It's anticipated that given  the timing  of construction,  which is currently ongoing, the public infrastructure improvements will be completed by Pulte Home Corporation, the primary developer of the Development {the "Developer"), and will be acquired by the District with proceeds of bonds issued by the District. The Developer will construct the balance of the infrastructure needed for the Development that is not financed by the District.

The Windsor at Westside Community Development District was established pursuant to Osceola County Ordinance No. 2014-156 enacted by the Board of  County Commissioners on October 20, 2014.

Page 1

OSCEOLA
ENGINEERING
INCORPORATED

c.Description  of  Land  Use.  The  lands  within  the  District  encompass  approximately
160.25 acres. The Development is planned as a 600 unit residential  community consisting of 96 attached single family units (townhomes) and  504  detached  single family units. The table below illustrates the current land use plan.

Pro12osed	Land Use	A1212ro ximate Area	Units	
	(Acres)		
Preserved Wetlands	18.9		
Upland Buffers	8.4		
Framework Roadways	11.5		
Townhomes	8.1	96	
40' Wide Bungalow Homes	30.2	218	
50' Wide SinQle F amily Homes	52.9	286	
Club Area	4.0		
Buffers, Parks, & Open Space	6.2		
Water Management Ponds	19.9		
Addition R/W for N. Goodman Road	0.2		
Total	160.3	600		

The PD Concept Plan included as Exhibit 3 in the Appendix provides a pictorial illustration of the above proposed land uses.

Status of Permitting

The current plan of development is expected to include 96 single family attached units (townhouses), 504 single family detached units on 40' and 50' wide lots,  recreational uses, public and private roadways, storm water management areas, and open spaces.

The local government regulations governing the Development include: the Osceola County Comprehensive Plan; the Osceola County Land  Development  Code;  the Sunterra West Planned Development (PD13-0004); and the Toho Water Authority.

State and Federal Agencies administering permit authority include: South Florida Water Management District; Florida Department of Environmental Protection and the United States Army Corps of Engineers. The Florida Department of State Division of Historical Resources also has public comment input required for the SFWMD permit.

The following permits are required for the Development:

South Florida Water Management District (SFWMD):
-Environmental Resource General Construction Permit
-General Water Use Permit for Construction Dewatering

Page 2

Osceola County Growth Management Division Planned Development Zoning Map Amendment Preliminary Subdivision Plan Approval
Final Subdivision Plan Approval
OSCEOLA
ENGINEERING
I  N  C □ R  F' Cl R  A T E C
Site Development Plan (Subdivision Construction Plan) Approval
Osceola County Right-of-Way Utilization Approval (issued with Site Development Plan

Toho Water Authority
Construction Plan Approval and Developer Service Agreement

State of Florida Department of Environmental Protection (FDEP) Potable Water Supply Distribution System Permit
Domestic Wastewater/Transmission System Permit National Pollutant Discharge Elimination System N.O.1.

Florida Department of State Division of Historical Resources: Archeological Assessment Sufficiency Approval

Federal Emergency Management Agency (FEMA) Conditional Letter of Map Revision
Letter of Map Revision

United States Army Corp of Engineers
Department of the Army Permit (dredge and fill)

As provided herein, this Development is proposed to be developed in two Phases. Phase 1 will consist of 96 single family attached units (townhomes) 166 single family detached units, roadway infrastructure, water, sewer and re-use utilities, electric distribution system, telephone/data/phone utilities, clubhouse, a storm water management pond and open spaces on the northerly 61.2 acres. This area has received all necessary permits and is currently under construction.

Phase 2 will consist of the remaining 338 single family detached units, roadway infrastructure, water, sewer and re-use utilities, electric distribution system, telephone/data/phone utilities, two storm water  management  ponds  and open  spaces on the southerly 99.0 acres.

Please see Exhibit 4 in the Appendix for a detailed description of the permit status. It is our opinion the necessary permits for the construction of Phase 1 of the Development have been obtained and there are no technical reasons existing at this time which would prohibit the implementation of the plans for Phase 2 of the Development as presented herein. Furthermore, all permits not yet issued and which are necessary to effect the improvements described herein will be obtained during the ordinary course of constructing the Development.

Page3

Ill. Infrastructure Benefit
OSCEOLA
ENGINEERING
I  N  C  □ R  P   □ R  A T  E O

The public infrastructure described herein as proposed to be provided by the District provide two types of public benefits. These benefits include:

Project wide public benefits
Incidental public benefits

The project-wide public benefits are provided by public  infrastructure improvements that serve all residents in the District. These public infrastructure improvements include: master storm water management systems; potable water distribution systems; reclaimed water distribution systems; sanitary sewer collection systems; and perimeter landscape and irrigation improvements designed to serve the entire District.

Incidental public benefits include those benefits received by the general public who do not necessarily reside within the District. These benefits occur for two reasons  in the  case of the District. First, the general public will be using some of the improvements provided by the District. Second, the proposed infrastructure improvements are required under the Development's development orders  and approvals,  which includes  not only the District, but also additional facilities outside the District, which will also benefit from District improvements. These incidental public benefits include: the connector roadway identified in Exhibit 3 in the Appendix connecting Westside Boulevard to N. Goodman Road; potable water distribution systems; reclaimed water distribution systems; and sanitary sewer collection systems.

The proposed infrastructure improvements identified in this Report are intended to provide specific benefit to the assessable real property within the boundaries of the District. As the property is currently unused, the construction and maintenance of the proposed infrastructure improvements are necessary and will benefit the property for the intended use as a residential subdivision. As noted, the District can construct, acquire, own, and operate any or the entire proposed public infrastructure discussed herein. As noted earlier, it's anticipated the Developer will construct the infrastructure not financed or acquired by the District.

Infrastructure Improvements

This Report identifies the public infrastructure presently anticipated to be financed, designed, constructed and/or acquired by the District for the benefit of the developable lands within the District. The public infrastructure elements include: the cost of earthwork/grading of public property, storm water management and drainage systems, potable water distribution systems, reuse water distribution systems, sewer collection systems, Monaco Blvd. and Westside Blvd. landscaping and  irrigation  improvements, and Professional Fees and Contingencies. The estimated costs for engineering design and inspection of these elements, as well as, the cost for professional service fees and permitting fees will be funded by the District.

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□ S C E □L A
ENGINEERING
INC	CJ RP      a· RATE 0
The proposed public infrastructure improvements to serve the Development's needs are listed in the following categories:

Storm Water Management System (Phases 1 & 2)
External Roadway (Monaco Blvd.)
Emergency Access Road (Phase 2)
Monaco Blvd./Westside Blvd. Buffer Walls and Landscaping (Phases 1 & 2)
Potable Water Distribution Systems (Phases 1 & 2)
Sanitary Sewer Collection Systems (Phases 1 & 2)
Reclaimed Water Distribution Systems (Phases 1 & 2)
Professional and Inspection Fees

Detailed descriptions of the above proposed public infrastructure improvements are provided in the following section. Exhibit 9 in the Appendix shows an estimated cost for the proposed public infrastructure improvements.

Description of the Infrastructure and Construction Schedule

Storm Water Management Systems (Phases 1 & 2). The storm water management facilities consist of inlets, manholes, storm pipes and drainage swales, which direct storm water runoff to three wet detention ponds located within the two phases of development. These wet detention ponds have been designed to manage the storm water runoff generated by the Development. The Phase 1 development area north of and including Monaco Boulevard will be directed to the wet detention pond (Pond 1) located north of the clubhouse facility. This pond will then discharge south under Monaco Boulevard to the northerly wet detention pond (Pond 2) located in Basin 2 of Phase 2. Pond 2 then discharges to the adjacent wetland, which then flows easterly to Davenport Creek swamp. Pond 3 collects storm water runoff from the most southerly Basin 3 in Phase 2 and also discharges to the adjacent wetland, which then flows easterly to Davenport Creek swamp. The storm water management system will be owned, operated and maintained by the District.

See Exhibits 5A and 58 in the Appendix for a graphical representation of the Storm Water Management Facilities.

External Roadway (Monaco Boulevard) The project proposes a connector road (Monaco Boulevard) between Westside Boulevard and N. Goodman Road. This roadway will both serve as part of the County's major transportation system and direct access to both Phase 1 and Phase 2 of the development. In addition, improvements are proposed in Westside Blvd. consisting of a southbound left turn lane and new median opening into Monaco Blvd. and to N. Goodman Road consisting of the paving of the roadway from its current terminus to Monaco Blvd. As this roadway will serve both Phases 1 and 2, its costs will be divided between Phase1 and 2 on a pro-rata_share based on the number of residential lots within Phase 1 and Phase 2 compared to the total lots. The cost sharing is as follows: Phase 1 - 262 lots/600 lots = 0.4367 or 43.67% and Phase 2 - 338 lots/600 lots = 0.5633 or 56.33%.

Page5

OSCEOLA
ENGINEERING
I  N  O C  R P  □ R  A T E  C
The network of interior onsite streets is not considered among the infrastructure to be financed, operated or maintained by the District since those streets are considered to be restricted to the use of the residents and their guests. Access to the onsite streets by the general public will be limited by the installation of gates at the entrances to the Development off of Monaco Blvd. Osceola County will operate and maintain all pavement, curb, and drainage systems within the right-of-way. COD will operate and maintain all hardscape (ie, pavers, walkways, sidewalks), landscape, and irrigation improvements outside of the pavement and curb within the right-of-way pursuant to the "Right-of-way Use Agreement" with Osceola County.
Emergency Access Road (Phase 2) As provided in the PD and the construction plans for Phase 2, an emergency access road will be constructed from the development's interior on-site streets to the County's road network at the southern boundary of the Development. As the access road is located with the County maintained right-of-way, it is considered a benefit to the Public. When completed, the access road will be owned, operated and maintained by the County.
Monaco Blvd./Westside Blvd. Landscaping (Phases 1 & 2). As part of the infrastructure serving the Development, landscaping and irrigation will be provided within the Monaco Boulevard right-of-way to buffer the development from the public roadway and along the Development's frontage adjacent to Westside Blvd. In addition, the Developer will be constructing landscaping and irrigation improvements will be constructed within the Westside Blvd. public right-of-way adjacent to the project and north to N. Goodman Road. The District will own and maintain the landscaping and irrigation improvements.
Potable Water Distribution Systems (Phases 1 & 2). Potable water for the Development will be provided by the Toho Water Authority (TWA). Existing water distribution facilities exist along Westside Boulevard as a 24" water main and along N. Goodman Road as a 12" water main. The proposed water distribution system will consist of three parts. Part 1 will be the proposed 12" and 16" water distribution mains, fittings and fire hydrants located along Monaco Blvd. The construction costs associated with this water main will be distributed between Phase 1 and 2, as it serves both phases. Part 2 will consist of the 8" water distribution system, valves, fittings, services, meters, and fire hydrants within Phase 1. This system solely benefits to Phase 1, as it only serves Phase 1. Part 3 will consist of the 8" water distribution system, valves, fittings, services, meters and fire hydrants within Phase 2. This system solely benefits Phase 2, as it only serves Phase 2.
When completed, the potable water distribution system will be dedicated by the District to the Toho Water Authority for operation and maintenance. All water system impact fees charged by TWA are included in the cost of these systems. See Exhibits 6A and 6B in the Appendix for a graphical representation of the water distribution systems for Phase 1 and Phase 2, respectively.

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I   N   C   Cl  R  P   , Cl  R   A   T  E C

Sanitary Sewer Collection Systems {Phases 1 & 2). Sanitary sewer collection and treatment will be provided by the TWA. Existing sanitary sewer services are provided by an existing gravity sewer main and sewer lift station located along  N. Goodman  Road, just north of the north-east corner of the District. The sanitary  sewer system  will consist of three parts. Part 1 will consist of the 1O" gravity sewer system and manholes within Monaco Blvd. that serve both Phase 1 and Phase 2 of the  development.  The construction costs associated  with this sewer  system will be distributed  between Phase 1 and 2, as it serves both phases. Part 2 will consist of the 8" gravity sewer main, manholes and services that solely serve Phase 1.  This system solely benefits  Phase 1, as it only serves Phase 1. Part 3 will consist of a sewer lift station,  8" gravity  sewer mains, manholes and sewer services that solely serve Phase 2. This system solely benefits Phase 2, as it only serves Phase 2.

When completed, the sanitary sewer system will be dedicated by the District to the Toho Water Authority for operation and maintenance. All sewer system impact fees charged by TWA are included in the cost of these systems. See Exhibits 7A and 7B in the Appendix for a graphical representation of the sanitary sewer system.

Reclaimed Water Distribution Systems {Phases 1 & 2). Reclaimed (or irrigation) water for the Development will be provided by the Toho Water Authority (TWA). Existing reclaimed water distribution facilities exist along Westside Boulevard as a 16" reclaimed water main and along N. Goodman Road as a 24" reclaimed water main. The proposed reclaimed water distribution system will consist of three parts. Part 1  will  be  the proposed 10" reclaimed water distribution mains and fittings located along Monaco Blvd. The construction costs associated with this reclaimed water main will be distributed between Phase 1 and 2, as it serves both phases. Part 2 will consist of the 6" reclaimed water distribution system, valves, services, Master meters, and fittings  within  Phase 1. This system solely benefits Phase 1, as it only serves Phase 1. Part 3 will consist of the  6" reclaimed water distribution system, valves, services, master meters, and  fittings  within Phase 2. This system solely benefits Phase 2, as it only serves Phase 2.

When completed , the water distribution system will be dedicated by the District to the Toho Water Authority for operation and maintenance. There currently are no reclaimed water system impact fees charged by TWA.

See Exhibits SA and 8B in the Appendix for a graphical representation of the reclaimed water distribution systems in Phase 1 and Phase 2, respectively.

Professional and Inspection Fees (Phases 1 & 2). Professional services from various consultants are required to design, obtain permits and construct the public infrastructure within the Development. These consultants include, but are not limited to: civil engineer; surveyor; environmental scientist; geotechnical engineer; land planner; and land development attorneys. Each agency will charge a plan review fee and an inspection fee for the public infrastructure to insure the public improvements are designed in accordance with the agency's codes and constructed in accordance with the approved plans. The professional service fees and review/inspection fees are included in the District's public infrastructure costs.

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OSCEOLA
ENGINEER.ING
INCORPORATED

Construction Schedule. As of the date of this report, construction of Phase 1 of the Development is under way. It  is estimated  the  infrastructure  for  Phase  1  will be completed in approximately 4 months. An estimated schedule follows:

Facility	Construction Schedule
Storm Water Management System (Phase 1) Storm Water Management System (Phase 2) External Roadway (Monaco Blvd.) (Phase 1 & 2) Monaco Blvd. Landscaping (Phase 1)
Monaco Blvd Landscaping (Phase 2) Westside Blvd. Landscaping
Potable Water Distribution System (Phase 1) Potable Water Distribution System (Phase 2) Sanitary Sewer Collection System (Phase 1) Sanitary Sewer Collection System (Phase 2) Reclaimed Water Distribution System (Phase 1) Reclaimed Water Distribution System (Phase 2) Professional and Inspection Fees (Phase 1) Professional and Inspection Fees (Phase 2)
May 2014-February 2015
June 2015-January 2017
May 2014-February 2015
Nov. 2014-February 2015
Nov.2016-February 2017
Nov. 2014-February 2015
May 2014-February 2015
June 2015-January 2017
May 2014-February 2015
June 2015-January 2017
June 2015-January 2017
June 2015-January 2017
May 2014-February 2015
June 2014-January 2017

Ownership and Maintenance
After the District has financed and acquired and/or constructed the  proposed infrastructure improvements, the ultimate ownership and maintenance responsibilities of the proposed infrastructure improvements are set forth below.

Proposed Infrastructure Improvements	Ownership	Operation &	
		Maintenance	
Storm Water Manaqement System (Phase 1 & 2)	CDD<1 l	CDDl7 l	
External Roadway (Monaco Blvd.}	COUNTYl I	CDD/COUN TY1" 1141	
Emergency Access Road (Phase 2)	COUNTYl2l	COUNTY<2
>	
Monaco Blvd. Landscaping (Phase 1 & 2)	CDD17 1	CDD111	
Westside Blvd. Landscaping	CDD111	CDD111	
Potable Water Distribution System (Phase 1 & 2)	TWAl3>	TWAP l	
Sanitary Sewer Collection System (Phase 1 & 2)	TWN "l	TWN 3l	
Reclaimed Water Distribution System (Phase 1 & 2)	TWAl3 l	TWAl3l	
Notes:
Windsor at Westside Community Development District
Osceola County, Florida
Toho Water Authority
Osceola County will operate and maintain all pavement, curb, and drainage systems within the right-of-way. COD will operate and maintain all hardscape (ie, pavers, walkways, sidewalks), landscape, and irrigation improvements outside of the pavement and curb within the right-of-way pursuant to the "Right-of-way Use Agreement" with Osceola County.

Real Property Interests
Real property interests for the lands within the District needed for construction, operation and maintenance of the District funded facilities will be dedicated by the Developer to the District or other public entity at no cost.
Page 8

Estimate of Capital Improvement Costs Facility Description
Storm Water Management System (Phase 1) Storm Water Management System (Phase 2) External Roadway (Monaco Blvd.) (Phase 1) External Roadway (Monaco Blvd.) (Phase 2) Emergency Access Road (Phase 2)
Monaco Blvd Landscaping (Phase  1) Monaco Blvd. Landscaping (Phase 2) Westside Blvd. Landscaping (Phase 1) Westside Blvd. Landscaping (Phase 2) Potable Water Distribution System (Phase 1) Potable Water Distribution System (Phase 2) Sanitary Sewer Collection System (Phase 1) Sanitary Sewer Collection System (Phase 2)
Reclaimed Water Distribution System (Phase 1) Reclaimed Water Distribution System (Phase 2) Professional and Inspection Fees (Phase 1) Professional and Inspection Fees (Phase 2} Total (Phases 1 and 2)
Total Phase 1 Improvements Total Phase 2 Improvements
OSCEOLA
ENGINEERING
INCCRPCRATEC

Construction Cost
$1,411,932.39
$ 1,638,321.87
$	347,513.17
$	448,257.76
$	10,000.00
$	172,827.40
$	212,363.59
$	40,121.75
$	43,300.05
$ 1,100,638.20
$1,474,527.83
$ 1,324,899.35
$ 1,842,155.76
$	238,427.70
$	425,799.00
$	338,583.75
$	368 ,501.99
$11,444,171.56
$4,974,943.71
$ 6,469,227.85

Note: Please refer to Exhibit 9 in Appendix for a detail of the estimated costs above.

Conclusions and Summary Opinion

The public infrastructure improvements as detailed herein are necessary for the functional development of the District. The planning and design of the infrastructure has been completed in accordance with current governmental regulatory requirements. The infrastructure will provide the intended function so long as the construction is in substantial compliance with the design and permits. The District will need funding to acquire a portion of the improvements included in this report. The Engineer recommends that in addition to the annual non-ad valorem assessments to be levied and collected to pay debt service on any future series of bonds, the District should levy and collect an annual "Operating and Maintenance Assessment" to be determined, assessed and levied by the District's Board of Supervisors upon the assessable real property within the District for the purpose of defraying the cost and expenses of maintaining District-owned improvements. It is my professional opinion that the costs provided herein for the District's proposed infrastructure improvements are reasonable to complete the construction of the proposed infrastructure improvements described herein and that these infrastructure improvements will benefit and add value to the District as more fully detailed in the assessment methodology report to be prepared by Governmental Management Services-Central Florida, LLC. All such proposed infrastructure costs are public improvements or community facilities as set forth in Section 190.012(1) of the Florida Statutes.

Page 9
OSCEOLA
ENGINEERING
INCCRPCR!ATEO

The estimate of infrastructure construction costs is only an estimate and not a guaranteed maximum price. Where necessary, historical costs and information from other professionals or utility consultants and contractors have been used in the preparation of this report. Consultants and contractors who have contributed in providing the cost data included in this report are reputable entities within the area. It is therefore our opinion that the construction of the proposed public infrastructure improvements can be completed at the costs as stated. It is my view the cost to be paid by the District for the public infrastructure will not exceed the actual cost or the fair market value, whichever is less. The labor market, future costs of equipment and materials, increased regulatory actions and the actual construction process are all beyond control. Due to this inherent opportunity for fluctuation in cost, the total final cost may be more or less than this estimate.

Page 10

WINDSOR AT WESTSIDE CDD ENGINEER'S REPORT

APPENDIX
OSCEOLA
ENGINEERING
INCORPORATED

D IS	

__J			
		Windsor at Westside Community Development District
Section rq Township 25 s., Rangs 27 E.
Osceola County, Florfda

SCALE. 1• = 2000'	
LOCA110N MAP		EXHBIT1		

EXHIBIT 1 - LOCATION MAP

		
Windsor at Westside Community Development District
TOtfflllflt, 26 S, Rllngt,· 21 E.
0.-.. Flodda	 t 
1"-2QO(t

E:JOEIT'Jl
SHEET 1 of I	

EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

LEGAL DESCRIPnON:
Lats 11-14, Inclusive, Slock A, Florida Fruit and Truck Land Campany, according to the Plat recorded In Plot
Boele B, Page 68, SeaUon 18, Township 25 South, Range 27 East, Osceola County, Florida.
ANO:
A portion of the Southeast i of the Northeast ! of Section 18, Town,hlp 25 South, Range 27 Eost. Osceola County, Florido, LESS Right of Woy for  Goodmon Road.	•
TOGETHER BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
PHASE 1

COMMENCE ot .the North t/4 cornor of Se<:llon 18, Township 25 South, Range  27 East,  Osceola  County,  Florida; thence  run  South  00-06'05"  West,  along  the  West  fine  of   the   Northwest  1/4 of   the  Northeast   1/4   of   said Section 18, for a distance of 1324.50 feet to the Northwest corner of tho South.,..,,t 1/4 of the Northoost
1/4- of sold Sectlcn 18; th..,ce deporting said West line, run North 89'2!l'4J" East, along the North  line  of  the SouthW<lsl 1/4 of the Nartheqst  1/4  of  sold  Sactlon  18,  for  a  dlstooce  of  15,00  feel  to  o  paint  on  the Northwest comer of Lot 11, Block A, fLORIDA FRUrl ANO TRUCK LANO COMPANY, oa recorded In Plot Book B,
Page 68 of the Publl<> Reoorda of 01cealo Cc•.m\y, Florido, aold poTnl olao !)ling ""  the  North  llne  of  the Southw,,st  1/4   of  the  Northeost 1/♦  of  said Section 18,  said point  also being the POINT OF BEGINNING;  thence
continue  North   89'29'43"   East,  along   the  North  Une  of   the   Southwest   1/4   of   lhe  Northeast   1/4   of   1o!d SeoUOt1  18,  and  the  North  line  of  the  Southeast  1/ ♦  of   the  Northeo1l 1/4   of  sold  SeoUon  18,   for   a   distance of  2441.52  feet  to   o   point  on   the  Southwesterly   ht   of   way  line  of   Goodmon   Rood;   thence  deporting   sold North  tine  of   the   Soulheost   1/4   of   the   Northeast  1/4.  run South  55'36'01•  East  along   ao!d   Southwesterly  right of  way  line.  for  a  dlotanco  of  236,73   feet  to  a  point  an  the   East  Uno  of   the   Southeast  1/4   of   tho  Northeast 1/4   of  said  Section  18;   thenc•  deporting  eoid  Southweaterly    ht      of   way line,  run  South  00'0 ♦'18"   West, along
•old Eo•t llne, far o dfstcnce of 321.05 feet; thenCII departing aald East Uno, run South 8316'37• West  for  a dlslonoo of 41.00 feet; thence run North 86'53'16" Wnt for a distance of 63.27 feet; thence run North
55'36'2I" West for a  dlstonce  of  66.75  feet;  thence  run  North  4313'21"  West  for  a  dltla!lce  of  86,43  feet: thence run North  0210'5t•  West  for  a  distance  of  59,63  f.,.t;  lheneo  run  North  1♦'53'45"  East  for  a  dl11Gnce of 85.08 fset thence run South «1'21'42" West for o dlstane.i of 130.38 fsel; thence run North 49'J7'47"
w.. t  for    a  distance  of  67.52  feet;  thence ran South  40'21♦' 2"  Wost  for  a  dlatane.i  of  tt0.00  feet  to a  point
on  a  curve,   concave   Nartheo1terly,  hosrno  a   rodtua  of   25.00   feet,  o  chord  b-'ng of South   3111'56"  East  and a  chord  distance  of  15.81  feet;   thence   run   Southeasterly  along   the  arc  of   :said  curve   through   a   central  angle of 36'51' ♦1" for- on Ott; dlstonco of 16.08 f•ot; thene.i deporUng ,old cum, run South <10'21'12" Wut. fer a
dlotance  of  59.90  feel  to  a  point  ""  a  curve,  concc11<1  Southwesterly,  having   a  rodiue   or   25   foot,  o  chord bearing of North 68'04'16" Weal and o chard dlstonce of 15.82 feet; thence run Westerly along the ore of sold
t:utve Woujh o contrQI oogle of J6'52'S8" far on  ore  dlotance  of  16.09  fesl:  U,ence  deporting  ,aid curve,  run South ,f(l'21 42" West for o  d tance  of 889.00  feet  to  tho  point  of  curvoture  of  a  curve,  concave Northwesterly,  having  o  radius  of  750.00  feet,  o  chord  bewing  of  South  5017'20"  West  ond  o  chard  distance of 258.59 feet; thence run  Southwesterly  along  the  ore  of  :said  curve  through  o  c..,tral angle  of 19"51'15"  for on arc  dlolonco  of  259,89  fool  l<>  a  point  on  o  curve,  concave  Ea,torly,  having  a  radius  al  25,00  fnt,  a chord booring of  South 09'26'48"  Eoat  and  o  chard  distance  of 13,59  foot;  thence  run  SOUthorly  olong  tho  ore of aald ourve lhraugh. a central angle of 31'32'41"  for  on  ere  dislcncc  of  IJ.76  foot  to  a  polot  on  o  curve, conC<Wo Northwuteliy, having o radius of 762.76 feet, o chard bearing of South  64-'46'52"  Wnt  and  a  chord dletonco ol 112,00 feet: thence run Southwesterly •long the arc of sold curve throU9h " e.inltal angle of
8'25'1-1-" for on oro dlstonco of 112.10  feet;  thence  doporUng  sold  wrvo,  run  South  2513'06"  East  fo,  a distance of 28.46 feet to a point on the South trne of the aforesaid Blad< A. FlOR!DA FRUIT AND TRUCK LANO COMPANY:  theoce  run  South  89"33'1♦" West,  along eold South line of Block  A, for a  distance of  1339.09  feet  to " point on the West line of said Block A, olao hlng th• Easterly fight of woy lme of Armodllo Avenue, a
30 foot wide Public Right of woy por Plot Boole  8,  Pogo  68  of  tho  aforesaid  Public  Records  of  Oacoola  County, Florido: thence dep<rrtlng ■aid South line, run North 00-08'05• East, along said Wost llne of Block A, and aald
Easterly right cl woy line, for o distance of 1309.52 feet to the POINT OF ll£CINNING. Containing 2,658,023 square foot, or 61.02 acres, more or less.
ANO Al.SO:			

	Windsor at Westside Community Development District
Section 10, Townsht> 25 S,, Rsnge 27 E.
Oscsola Coc,,ty, Florida	 I	t I
SCALE: 1· .. 2000·

EXl&'Ta
SIEET 2 of 6	
DESaFTION SKETCH
PHASE 1			

EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

TRACT C
COMMENCE at the North 1/4 corner af Sect!Qn 18, Township 25 South, Range 27 East, Osceola County, florldc,: thence run South 00'06'05" West,  along  the  West  line  af  tho .Northwe•t  1/4  of  the  Northeast  1/4  o1  sold Section 18, t'cr a d!stan<:e of 1324.50 feet ta the Northwest comer of the Sculhwost 1/4 al the Northeast
t/4 of said Seatlon 18; thence deportb,g sold Wost line, run North 89'29'43" East, along the North lfne  of  the Sauthwut 1/4 of  th•  Northeast  1/4  of  sold  section  18,  for  o  distance  of  15.00  feet  to  a  point  on  the Northwest e«tlel' of Lot 11, Bicek A, FLORIDA FR\JIT ANO TRUCK LANO COMPANY, os recorded In Plat Book B, Pa 68 of the Public Records of Osceola County,  Florkl<>,  sold point  also  lying  on  the North  Une  of  the Southwoat  1/4  of  the  Northeast  t/4   of  sold  Section  18:  thence  continue  North  89'29'43"  East,  olon9  the North llno at the  Southwest  1/4  of  the Northeost  1/4  af  said' Section  18,  and  the North line cf  the  S01,1theaat 1/4 al the Northeast t/4 of sold Section 18, for a distance of 2441.52 feel to a paint on tho Southwesterly
right of way nne of <locdmon Rood: thence deporting  sold Southwesterly right  of  way l!na, run North  89'29'43" East. alona said North line, for a. distance of 31.46 feet to o point on the Northeasterly right of way line of
<locdmon oad, 0110. being the POINT OF BEGINNING; thence deporting eald Northeottetly tight of way llne,
c.onlln11e North 8.9'29'43" Eaot. along sol.d North line. for a  diatonce  of  164.05 f<tet  to  the Northeoal earner of the Southeast 1/4 of th• Northeast  1/4  of  said Sei:tlo<I  1&  thence  deporting  eold. North  lino, run  South 00'04'18" W<lti\, along the E<lll Una of the  Southea•t  1/4  al  the  Norlhooat  1/4  of  said  Section 18,  for  a dl1tance of 113.67 fael to o point on tho aforesaid Northoostarly right of way line of  Goodmon  Rood:  thence deporting said East llne, nm North 55'36'01" West, along said Northeasterly right of way line, for o dlstan<:e of
198.6 ♦ feet ta the POINT OF SECINNINC.	•
Containing 9,323 equare feet, or 0.21 acres, more or lees.
!'HASE 1 AND lRACT C TOGETHER contai1Ung 2,667,346 aquore feet, or 81.23 acre$. more or less.							
	CURVE TABLE						
	CUcR,VE	RADIUS	LENGll-1	CHORD	CHORD.   BEARING	DELTA	
		25.00'	16.08'	15.81'	S31'11'56"E	36' 51'41"	
	C2	25.00'	16.09'	15.82'	N68'04'16"W	36'52'58"	
	C3	750.00'	259.89'	258.59'	S50'17'20"W	19'51'15"	
	C4	25.00'	13.76'	13.59'	S09"26'4 8"E	31'32' 41"	
	cs	76 2.7 6'	112.10'	112.00'	S64"46'52"W	8"25'14"	
-N::N:E:0 rt	o
-..,.-..i,'.=, 'l:=r,.."...".,-.-	Windsor at Westside Community Development District
Sect/en '(q ToW'IISlrp 26 S., Range 27 E.
Oscsola Cotnty, Florida
•'l.3:ll•\t...    l      :a.,..   lll•lfdui:-....      N    .....  -	I     ,-  -     ...        -	

I	I

SCALE:: 1· - :aooo·					
DESCRYrlOII SKETCH
PHASE t		EX,_,.2
SHEET 3 of e					

EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

E.  UNE. ws. . l OF THE N.E. !, stCTION 18-25-27	

POINT OF BEGINNING PHASE 2

11£1t1Rlli1'.A$1CIJUIRrKIH£
soon<ASTl/ ♦ r:K $ft11(11
1a-•n
EAS'llll£,H0A111£1,Sf1/4
<E 11£ swnosr 1µ.
SEC11C1118-25-71

WC,
---	-1----	i-1--- --=+-	ell  ,i,': '
5£CllOll111-25-71	,
Sllllll u.; Jnosr 1/4 .t .&)		
	Windsor at Westside Community Development District	

SCALE: 1• - 500'	
		EXJ&TR
SIEET4 of 6	

EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

LEGAL DESCRIPTION OF' SUN TE:RR,l, WEST PHASE 2
The East ½ of the Southeast 14, and o portion of·  the  Soulheost 14  of  the  Northeast  14 of  Section 18, Township 25 South, Range 27 East, Osceola County, Florida, being more portlculorty dese,-ibed os follow.s:

COMMENCE ot the North 14 eomer of Section ta, TownShlp 14 South, Range 27 Eost, Osceola County, Florida; thence  run  South  00'06'05" West,  along  the  West lfne.of  the  Northwest 14  of said Section 18,  for  o distance of 1324.50 feet ta the Northwest corner of the Southwest 1' of the Northeast 14 of soid Section 18; thence deporting  said West  llne, run  North 89'29'43" East, along  the North  line of  the Southwest  14  of the Northeast  1'. and the North llne of the  Southeast  14  of the Northeast 14  of  soid Section 1.8,  for  a distance  of  2652.03 feet ta the Northeast comer of the Southeast 14 of the Northeast 14 of sold Section 18; thence departing
sold North lines, run South 00'04'18" West, orang the East line of the Southeast 14 of the Northeast 14 of sold
Section 18, far a distance of 456.52 feet to the POINT OF BEGINNING; thence continue South 00'04'18"  West, along sold East line, for a distance of 870.70 feet to the Northeast corner of the Southeast 1' of said
Sectron 18; thence  tun  South  00'05'05"  West,  along  the Eost  llne  of  the  Northeast  14  of the  Southeast  14,  and the  E<lst  line  of  the  Southeast  14  of the  Southeast  14  of   said  Section  18, ·  for  o  distance  of  2643.55  feet  to the Southeast come!" of the .Southeast 14 of sold Section .18; thence deporting sold East llnes, run South
89'30'32  West,·  along  the  South  llne  of  the  Southeast  1'  of   the  Southeast  1'  of   said  Section  18,   for  a distance of 1326.74 feet to the southwest  comer  of  the  Southeast  l4  of  the  Southeast  l4  of  said  Section  18; thence dep<ll'tlng sold South Hne, run North  00'05'23"  East,  along  the  West  line  of  the  Southeast  1'  of  the· Southeast 1', and the West line of the Northeast 14 of the SOutheost  1' of  said Section  1/8,  and Its  Northerly projection,  for  o  distance  of  2659.60  feet  to   o  point  on  the  Northerly  right  of   way  line  of   the  30  foot   wide public road as ,shown on the plat of FLORIDA FRUIT AND lRUCK COMPANY, as recorded in Plat Book B, Page
68  of  the  Public  Records  of  Osceola  County,  Florido;   thence  run  North  89'  33'  1+•  Eost,  along  sold  Northerly right of way Hne, fOf' a distance  of  27.90  feet;  thence  deporting  said  Northerly  right  of  woy  llne ,  run  No<th 2513'08"  West  for  o  distance  of  28.46   feet   to   the  point   of  curvature   of   a   curve,   concave  Northwesterly, having o radius of 762.76 feet, o chord bearing of North 64'46'52" East, ond o chord distance of 112.00 feet;
thence run Northeasterly  along  the  ore of  said  curve  through  o  central  angle  of  08'25'14"  for  an  ore distance af  112.10 feet  to  a  point  on  o  curve,  concave  Easterly,  having  a  radius  of  5.00  feet,  a  chord  bearing  of North 09'26'48" West, ond o chord distance of 13.59 feet: thence run Norther1y  along  the  ore  of  said  curve through a central ongle of 31"32'4I" for on ore distance of 13,76 feet to  a  point  an  a  curve,  ,:;oncave Northwesterly, having a radius  of  750.00  feet,  o  chord  bearing  of  North  50"17'20"  East,  and  o  chord distance of  258.59  feet;  thence run  Northeasterly along  the  ore of  sold curve  through  o  centrcl  angle  of  19'51'15"  for on ore distance of 259.89 feet to .the point  of  tangency.  thence  run  North  40'21'42"  East  for  o  distooce  of 869,00 feet to the point .of curvature of a curve, concow  Southerly,  having  o  radius  of  25.00  feet,  o  chord bearing of South  68'04'16"  East,  and  a  chord  distance. of  15.82  feet:  thence  run  Easterly  along  the  arc  of said  curve  through  o  central  angle  of  36'52'58"  for  on  arc  distance  of  16.09  feet;  thence  departing  said curve, run .North 40'21'12" East for o distance  of  59.90  feet  to  a  point  on  a  curve,  concave  Northeasterly, having o radius of 25.00 feet, a chord bearing of North 31'11'56"  West.  and  a  chord  distance  of  15.81  feet: thence run Northwesterly  along  the  ore of  sold curve  through  a  central  ongle  of  36'51'41"  for  on  arc dlstonce of  16.08  feet;  thence  deporting  sold  curve,  run  North  40'21'42"  East  for  a  distance  of  110.00  feet;   thence run South 49'37'47" East  for  o  distance  of  67.52  feot;  thence  run  North  40'21'42"  East  for  o  distance  of IJ0.38 feet; thence  run  South  14'53'42" . West  for  o  distance  of  85.08  feot;  Thence  run  South  0210'51" Eost for o distance of 59.63 feet: thence run South 4313'21" East for a distance of 86.43 feet; thence run South
55"36' 21" Ea$t· for a distance of 66.75 feet: thence run South 86'53'16" East tor o distance of 63.27 feet;
thence run North 8316'37" East for a distance of 41.00 feet to the POINT OF BEGINNING.

Containing therein 4,313,196 square feet, or 99.02 acres, more or less.			
	Windsor at Westside Community Development District
Section	Townahp 26 S. Rtulf}tl 27 E.
Oscso/a Cocnty, Florida	
	
DESCRPTION SKETCH
PHASE a		EXJBT 2
SIEET 5 ol 6	

EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

1.0T 9.
111.0CK 8
NOT INctUOED

.

,				

 		J	
 		Windsor at Westside
CommunityDevelopment District
8ectJon	Townaht> 26 S. &nge 27 E.
Otlcsola Cccnty, F1orlda
••,t,;11-o0:, ..	\ ....,,, 111 ILll&- ...._ ._ ... . J'lni14•• · AJ- .; .,_ ..,_	 I	t I	
O  S C E	"
-a!'=N"u!,_lt-i,E. .E,,. lL...,				
				
DESCIFTION SKETCH
PHASE a		EXHBIT 2
SIEET ti of ti		

EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

Sunterra West
8oclloi! taclOMlllilptsSOull,Rtlllll»eut
c-ty.Pli,,q
Concept Plan
Dole 11"""1 J
OM	19 2013

EXHIBIT 3 - PD CONCEPT PLAN
EONSGCINEEEORLING
I  N  C  O  R P   O  R  AT   ·E  D

SUNTERRA WEST PHASE 1 (WINDSOR AT WESTSIDE PHASE 1) PERMIT STATUS			
AGENCY	PERMIT & NO.	APPROVAL DATE	
South Florida Water Manaaement District	ERP 49-02334-P/App. No. 130807-8	11-12-2013	
South Florida Water Management District	WUP 49-02329-W/A oo. No. 130823-3	10-14-2013	
			
Osceola County	Planned Development (PD13-004)	7-16-2013	
Osceola County	Preliminarv Sub. Plan (PS13-00011)	9-28-2013	
Osceola County	Site Development Plan (SDP13-0047)	12-4-2013	
Osceola County	Final Sub. Plan (FS14-00038)	Pendino-Nov. 2014	
Osceola County	R/W Utilization permit (SDP13-0047)		
			
Toho Water Authority	Const. Plan Approval	11-26-2013	
	Developer Service Agreement	11-14-2013	
			
Florida Department of Environmental Protection	Water Gen. Permit No. 0125823-231- DSGP	6-17-2014	
Florida Department of Environmental Protection	Sewer Gen. Permit No. 0326280-002	6-17-2014	
Florida Department of Environmental Protection	NPDES NOi No.		
			
Florida Dept. of State Div. of Historical Resources	DHR No. 2013-3824	9-25-2013	
			
Federal EmerQency Management Agency	Not Required-No Flood Plains		
			
U.S. Army Corp of Engineers	No Permit Required Letter	3-24-2014	

SUNTERRA WEST PHASE 2 (WINDSOR AT WESTSIDE PHASE 2) PERMIT STATUS			
AGENCY	PERMIT & NO.	APPROVAL DATE	
South Florida Water ManaQement District	ERP 49-02334-P/App. No. 130807-8	11-12-2013	
South Florida Water Manaoement District	WUP 49-02329-W/Aoo. No. 130823-3	10-14-2013	
			
Osceola Countv	Planned Development (PD13-004)	7-16-2013	
Osceola County	Preliminary Sub. Plan (PS14-00008)	5-7-2014	
Osceola County	Site Development Plan (SDP13-0047)	Pendino-Nov. 2014	
Osceola County	Final Sub. Plan (FS14-00038 )	Pending-Nov. 2015	
Osceola County	R/W Utilization permit (SDP13-0047)		
			
Toho Water Authority	Const. Plan Aonroval	5-27-2014	
	Developer Service Ar:ir eement	Pending	
			
Florida Department of Environmental Protection	Water General Permit	Pendinci	
Florida Department of Environmental Protection	Sewer General Permit	Pendina	
Florida Department of Environmental Protection	NPDES NOi	Pending	
			
Florida Dept. of State Div. of Historical Resources	OHR No. 2013-5372	12-11-2013	
			
Federal Emerr:iencv Management Agency	CLOMR and LOMR	Pending	
			
U.S. Army Corp of Engineers	Dept. of Army Permit	Pending	
EXHIBIT 4- PERMIT STATUS TABLES

 	

 	

t i

 	

 	

 	

Storm Water Management System
OSCEOLA
ENGINEERING
INCORPORATED
Phase 1 Construction Cost: Earthwork@ $886,583.75,  plus Storm Drain Piping @ $306,573.05,  plus Storm Structures  @ $218,775.59=$1,411,932.39
Phase 2 Construction Cost: Earthwork @ $1,060,015.23, plus Storm Drain Piping @ $414,971.75,  plus Storm Structures  @ $163,334.89=$1,638,321.87
Monaco Boulevard Total Construction Cost: $795,770.93 a. Phase 1: $795,770.93@ 0.4367 = $347,513.17
b. Phase 2: $795,770.93@ 0.5633 = $448,257.76
Emergency Access Road (Phase 2) Total Construction Cost: $10,000.00
Monaco Boulevard Landscaping: $395,757.72
a. Phase 1: 0.4367@$395,757.72=$172,827.40
b. Phase 2: 0.5366@$395,727.72=$212,363.59
Westside Blvd. Landscaping: $91,874.86
a. Phase 1: 0.4367@$91,874.86=$40,121.75
b. Phase 2: 0.5366@$91,874.86=$49,300.05
Potable Water Distribution System
Phase 1: Portion of water system in Monaco Blvd. plus on-site 0.4367@$183,731.72=$80,235.64 plus $437,976.56=$518,212.20, (plus impact fees 262 units @ $2,223.00/unit=$582,426.00)=$1,100,638.20
Phase 2: Portion of water system in Monaco Blvd. plus on-site 0.5366@$183,731.72=$98,590.44 plus $624,563.69= $723,153.83, (plus impact fees 338 units@ $2,223.00/unit=$751,374.00)=$1,474,527.83
Sanitary Sewer Collection System
Phase 1: Portion of water system in Monaco Blvd. plus on-site 0.4367@$207,936.44=$90,805.84 plus $403,228.63=$494,034.47, (plus impact fees 262 units @ $3,171.24/unit=$830,864.88)=$1,324,899.35
Phase 2: Portion of water system in Monaco Blvd. plus on-site 0.5366@$207,936.44=$115,578.69 plus $458,697.95, plus $200,000.00 for lift station= $770,276.64, (plus impact fees 338 units @
$3,171.24/unit=$1,071,879.12)=$1,842,155.76
Reclaimed Water Distribution System
Phase 1: Portion of water system in Monaco Blvd. plus on-site 0.4367@$100,064.85=$43,698.32 plus $194,729.38=$238,427.70
Phase 2: Portion of water system in Monaco Blvd. plus on-site 0.5366@$100,064.85=$53,694.79 plus $372,104.21 = $425,799.00
Professional and Inspection Fees (Phase 1): $338,583.75
-Construction Engineering and Platting: $226,774.25
-Osceola County Inspection Fee: $86,796.00
-TWA Inspection Fee: $25,013.50
Professional and Inspection Fees (Phase 2): $368,501.99
-Construction Engineering and Platting: $289,093.89
-Osceola County Inspection Fee: $40,958.05
-TWA Inspection Fee: $38,450.05

EXHIBIT 9 - CONSTRUCTION COST SUMMARY

WINDSOR AT WESTSIDE
COMMUNITY DEVELOPMENT DISTRICT

SUPPLEMENTAL ENGINEER'S REPORT
INFRASTRUCTURE IMPROVEMENTS
(PHASE 2 IMPROVEMENTS)

PREPARED FOR

Windsor at Westside Community Development District Board of Supervisors
c/o Governmental Management Services- Central Florida, LLC 135 W. Central Blvd., Suite 320
Orlando, FL 32801

PREPARED BY

□ S	C E	□ L A
E N G I NE E R I N G
INCCJRPCJRATE

1l:l.   F'CJAID   A    A V ICN UE  7    ST.	CLOUD,  P'L   3-4769
4D7.S91.0452
-r.: r. Q T Sr t r. AT S.: D F" A U T M0 R f"2' .6.T I D N No ... 2 A 2 ·A S

PREPARED
March 2016
WINDSOR AT WESTSIDE CDD SUPPLEMENTAL ENGINEER'S REPORT

Introduction

Location and General Description. This supplemental report is intended to update projected improvement costs and timelines associated with the Phase 2 portions of Windsor at Westside (a.k.a. Sunterra West) consistent with current market conditions. The overall Development contains approximately 160.25 acres and is wholly contained within the limits of the Windsor at Westside Community Development District (the "District"). The District is located east of Westside Boulevard and south of North Goodman Road, approximately 2.2 miles south of US Highway 192, all within Section 10, Township 25 South, Range 27 East. The location of the District is graphically shown on Exhibit 1- Location Map and the District Boundaries are shown by phase on Exhibit 2- Description Sketch, both located within the Appendix of this report.

In accordance with the Osceola County Comprehensive Plan, the Development is located within an area assigned future land use of Mixed Use with the corresponding zoning designation of Planned Development. The Sunterra West Planned Development, PD13- 00004 was approved by the Board of County Commissioners of Osceola County, Florida on July 16, 2013. The PD Concept Plan is included as Exhibit 3 in the Appendix.

District Purpose and Scope. The District has been established for the purpose of financing, acquiring or constructing, maintaining, and operating a portion of the infrastructure necessary for the public infrastructure within the District. The purpose of this report is to provide a description of the Phase 2 infrastructure improvements to be financed and/or acquired by the District. The District will finance, acquire and/or construct, operate and maintain certain aspects of the public infrastructure improvements that are needed to serve the public aspects of the Development and allocate the costs for the infrastructure improvements. It's anticipated that given the timing of construction, which is currently ongoing, the public infrastructure improvements will be completed by Pulte Home Corporation, the primary developer of the Development (the "Developer"), and will be acquired by the District with proceeds of bonds issued by the District. The Developer will construct the balance of the infrastructure needed for the Development that is not financed by the District.

The Windsor at Westside Community Development District was established pursuant to Osceola County Ordinance No. 2014-156 enacted by the Board of County Commissioners on October 20, 2014.

Status of Permitting

The current plan of development is expected to include 96 single family attached units (townhouses), 504 single family detached units on 40' and 50' wide lots, recreational uses, public and private roadways, storm water management areas, and open spaces.

The local government regulations governing the Development include: the Osceola County Comprehensive Plan; the Osceola County Land Development Code; the Sunterra West Planned Development (PD13-0004); and the Toho Water Authority.

Page 11
State and Federal Agencies administering permit authority include: South Florida Water Management District; Florida Department of Environmental Protection and the United States Army Corps of Engineers. The Florida Department of State Division of Historical Resources also has public comment input required for the SFWMD permit.

The following permits are required for the Development:

South Florida Water Management District (SFWMD):
-Environmental Resource General Construction Permit
-General Water Use Permit for Construction Dewatering

Osceola County Growth Management Division Planned Development Zoning Map Amendment Preliminary Subdivision Plan Approval
Final Subdivision Plan Approval
Site Development Plan (Subdivision Construction Plan) Approval
Osceola County Right-of-Way Utilization Approval (issued with Site Development Plan

Toho Water Authority
Construction Plan Approval and Developer Service Agreement

State of Florida Department of Environmental Protection (FDEP) Potable Water Supply Distribution System Permit
Domestic Wastewater/Transmission System Permit National Pollutant Discharge Elimination System N.O.1.

Florida Department of State Division of Historical Resources: Archeological Assessment Sufficiency Approval

Federal Emergency Management Agency (FEMA) Conditional Letter of Map Revision
Letter of Map Revision

United States Army Corp of Engineers
Department of the Army Permit (dredge and fill)

The Phase 2 District improvements (serving 338 single family detached units) will consist of Monaco Blvd. roadway infrastructure, two storm water management ponds, storm water collection and conveyance system, and water, sewer and re-use utilities on the southerly 99.0 acres.

Please see Exhibit 4 in the Appendix for a detailed description of the permit status. It is our opinion at this time that there are no technical reasons existing which would prohibit the implementation of the plans for Phase 2 of the Development as presented herein. Furthermore, all permits not yet issued and which are necessary to effect the improvements described herein will be obtained during the ordinary course of constructing the Development.

Page 12
Ill. Infrastructure Improvements

This Report identifies the public infrastructure presently anticipated to be financed, designed, constructed and/or acquired by the District for the benefit of the developable lands within the District. The public infrastructure elements include: the cost of earthwork/grading of public property, external roadway infrastructure, storm water management and drainage systems, potable water distribution systems, reuse water distribution systems, sewer collection systems, Monaco Blvd. and Westside Blvd. landscaping and irrigation improvements, and Professional Fees and Contingencies. The estimated costs for engineering design and inspection of these elements, as well as, the cost for professional service fees and permitting fees will be funded by the District.

The proposed public infrastructure improvements to serve the Phase 2 portion of the Development's needs are listed in the following categories:

Storm Water Management System
Portions of External Roadway (Monaco Blvd.)
Portions of Monaco Blvd./Westside Blvd. Buffer Walls and Landscaping
Potable Water Distribution Systems
Sanitary Sewer Collection Systems
Reclaimed Water Distribution Systems
Professional and Inspection Fees

Detailed descriptions of the above proposed public infrastructure improvements are provided in the following section. Exhibit 9 in the Appendix shows an estimated cost for the proposed public infrastructure improvements.

Description of the Infrastructure and Construction Schedule

Storm Water Management Systems The storm water management  facilities consist of gutters, inlets, manholes, storm pipes and drainage swales, which direct storm water runoff to two wet detention ponds located within Phase 2 of development. These wet detention ponds have been designed to manage the storm water runoff generated by the Development. They system will be owned, operated and maintained by the District.

See Exhibit 5B in the Appendix for a graphical representation of the Storm Water Management Facilities.

External Roadway (Monaco Boulevard) The project includes a connector road (Monaco Boulevard) between Westside Boulevard and N. Goodman Road. This roadway serves as part of the County's major transportation system, and direct access to both Phase 1 and Phase 2 of the development. As this roadway will serve both Phases 1 and 2, its costs will be divided between Phase1 and 2 on a pro-rata_share based on the number of residential lots within Phase 1 and Phase 2 compared to the total lots. The cost sharing
is as follows: Phase 1 - 262 lots/600 lots = 0.4367 or 43.67% and Phase 2 - 338 lots/600 lots = 0.5633 or 56.33%. The District will own and maintain all hardscape (pavers, walkway sidewalks) landscape and irrigation improvements outside of the pavement and curb within the right-of-way.
Portions of Monaco Blvd./Westside Blvd. Landscaping As part of the infrastructure serving the Development, landscaping and irrigation will be provided within the Monaco
Page 13
Boulevard right-of-way to buffer the development from the public roadway and along the Development's frontage adjacent to Westside Blvd. In addition, the Developer will be constructing landscaping and irrigation improvements will be constructed within the Westside Blvd. public right-of-way adjacent to the project and north to N. Goodman Road. The District will own and maintain the landscaping and irrigation improvements.   The cost
sharing is as follows:  Phase 1 -  262 lots/600 lots = 0.4367 or 43.67% and Phase 2 - 338
lots/600 lots = 0.5633 or 56.33%. The District will own and maintain the landscaping and irrigation improvements.
Potable Water Distribution Systems Potable water for the_Development will be provided by the Toho Water Authority (TWA).  The improvements  associated with Phase 2 will consist of the 8" water distribution system, valves, fittings, services, meters and fire hydrants within the boundary of Phase 2.
When completed, the potable water distribution system will be dedicated by the District to the Toho Water Authority for operation and maintenance. All water system impact fees charged by TWA are included in the cost of these systems. See Exhibit 6B in the Appendix for a graphical representation of the water distribution systems for Phase 2.

Sanitary Sewer Collection Systems Sanitary sewer collection and treatment will be provided by the TWA. The improvements associated with Phase 2 will consist of a sewer lift station, 8" gravity sewer mains, manholes and sewer services that within the boundary of Phase 2.

When completed, the sanitary sewer system will be dedicated by the District to the Toho Water Authority for operation and maintenance. All sewer system impact fees charged by TWA are included in the cost of these systems. See Exhibit 7B in the Appendix for a graphical representation of the Phase 2 sanitary sewer system.

Reclaimed Water Distribution Systems Reclaimed (or irrigation) water for the Development will be provided by the Toho Water Authority (TWA). The improvements associated with Phase 2 will consist of the 6" reclaimed water distribution system, valves, services, master meters, and fittings within the boundary of Phase 2.

When completed, the water distribution system will be dedicated by the District to the Toho Water Authority for operation and maintenance. There currently are no reclaimed water system impact fees charged by TWA. See Exhibit 8B in the Appendix for a graphical representation of the reclaimed water distribution systems in Phase 2.

Professional and Inspection Fees Professional services from various consultants are required to design, obtain permits and construct the public infrastructure within the Development. These consultants include, but are not limited to: civil engineer; surveyor; environmental scientist; geotechnical engineer; land planner; and land development attorneys. Each agency will charge a plan review fee and an inspection fee for the public infrastructure to insure the public improvements are designed in accordance with the agency's codes and constructed in accordance with the approved plans. The professional service fees and review/inspection fees are included in the District's public infrastructure costs.

Construction Schedule. As of the date of this report, construction of Phase 2 of the Development is under way. An estimated schedule for the Phase 2 improvements is as follows:
Page 14

F acility	Construction Schedule
Storm Water Management System External Roadway (Monaco Blvd.) Monaco Blvd Landscaping Westside Blvd. Landscaping Potable Water Distribution System Sanitary Sewer Collection System
Reclaimed Water Distribution System Professional and Inspection Fees
June 2015-January 2017 Complete
June 2015-February 2017 Complete
June 2015-January 2017
June 2015-January 2017
June 2015-January 2017
June 2014-January 2017

Ownership and Maintenance

After the District has financed and acquired and/or constructed the proposed infrastructure improvements, the ultimate ownership and maintenance responsibilities of the proposed infrastructure improvements are set forth below.

Proposed Infrastructure		Ownership	Operation &	
lmorovements			Maintenance	
Storm Water Management System		CDD<1>	CD   D<1>	
External Roadwa y (Monaco Blvd.)		COUNTY<2>	CDD/CO	UNTY<2X4>	
Emen::iencv Access Road		COUNTY(2l	COUNTY<2>	
Monaco Blvd. Landscaping		CDD<1>	CDD(1 l	
Westside Blvd. Landscaping		CDD<1>	CDD(1l	
Potable Water Distribution System		TWA(3l	T WA'3>	
Sanitar}_,'. Sewer Collection System		TWA(3l	TW A'3>	
Reclaimed Water Distribution System		TWA<3 >	TWA'3l	

Notes:
Windsor at Westside Community Development District
Osceola County, Florida
Toho Water Authority
Osceola County will operate and maintain all pavement, curb, and drainage systems within the right-of-way. COD will operate and maintain all hardscape (ie, pavers, walkways, sidewalks), landscape, and irrigation improvements outside of the pavement and curb within the right-of-way pursuant to the "Right-of-way Use Agreement" with Osceola County.

Real Property Interests

Real property interests for the lands within the District needed for construction, operation and maintenance of the District funded facilities will be dedicated by the Developer to the District or other public entity at no cost.

Page I 5

VII. Estimate of Phase 2 Capital Improvement Costs

Facility Description	

Construction Cost	
Storm Water Management System	$ 2,177,215.26	
External Roadway (Monaco Blvd.)	$	170,793.90	
Emergency Access Road	$	4,719.66	
Monaco Blvd. Landscaping	$	134,656.75	
Westside Blvd. Landscaping	$	209,649.45	
Potable Water Distribution System	$1,577,089.19	
Sanitary Sewer Collection System	$ 2,210,670.36	
Reclaimed Water Distribution System	$	434,007.81	
Professional and Inspection Fees	$	368,501.99	
Total Phase 2 Improvements	$7,287,304.38	
VIII. Conclusions and Summary Opinion		

The public infrastructure improvements as detailed herein are necessary for the functional development of the District. The planning and design of the infrastructure has been completed in accordance with current governmental regulatory ,requirements. The infrastructure will provide the intended function so long as the construction is in substantial compliance with the design and permits. The District will need funding to acquire a portion of the improvements included in this report. The Engineer recommends that in addition to the annual non-ad valorem assessments to be levied and collected to pay debt service on any future series of bonds, the District should levy and collect an annual "Operating and Maintenance Assessment" to be determined, assessed and levied by the District's Board of Supervisors upon the assessable real property within the District for the purpose of defraying the cost and expenses of maintaining District-owned improvements. It is my professional opinion that the costs provided herein for the District's proposed infrastructure improvements are reasonable to complete the construction of the proposed infrastructure improvements described herein and that these infrastructure improvements will  benefit and add value to the District as more fully detailed in the assessment methodology report to be prepared by Governmental Management Services-Central Florida, LLC. All such proposed infrastructure costs are public improvements or community facilities as set forth in Section 190.012(1) of the Florida Statutes.

The estimate of infrastructure construction costs is only an estimate and not a guaranteed maximum price. Where necessary, historical costs and information from other professionals or utility consultants and contractors have been used in the preparation of this report. Consultants and contractors who have contributed in providing the cost data included in this report are reputable entities within the area. It is therefore our opinion that the construction of the proposed public infrastructure improvements can be completed at the costs as stated. It is my view the cost to be paid by the District for the public infrastructure will not exceed the actual cost or the fair market value, whichever is less. The labor market, future costs of equipment and materials, increased regulatory actions and the actual construction process are all beyond control. Due to this inherent opportunity for fluctuation in cost, the total final cost may be more or less than this estimate.

Page 16

APPENDIX

Page17
-	-	- ---····- · ··············· ·· ····· · -· ·· ··· ···

Page 18

EXHIBIT 1 -LOCATION MAP

Page 19

EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

Page I 10

LEGAL 0£SCRIPllON:
Lott 11-14, lncluolve, Block A, FJorldo Fr,,lt and Tr,,ck Lond Company, according to tho Plot recorded In Plat
Book B, Poge 68, SecUon 18. Tovmlhlp 25 South, Range 27 East. Otc.olo County, Florido.
ANO:
A portlon of the Southeast ! of tha Northaoat l of Section 18,  Township  25  S<luth,  Ronge  27  Eo■t,  Osceola C<>unty,  Florida,  LESS Rkjhl of  Woy for Goodmon Rood.	•
TOGE'IHER 8EING MORE PARTICUlAAI.Y DESCRIBED AS FOU.OWS:
PHASE 1

COMMENCE at the North 1/4 corn..- of Section 18, Town1hlp 25 South, Range 27 East, Osceola County, Florida; thence Nn South 00'06'05" WOat,  olon9  the  W.1t  ll11e  of  the 1'lorthwo1t  l/4- of  ti>• Northeo.t  1/4  of  told SecUon 18, for a dlatonce of 1324.50 feet ta the Northw.. t corner of the Southwest 1/4 of the Northeast
1/4 of told SOctlon 18; thenc• deporting sold Weat fine, n,n North 89'29'43' East, olon9  the  North  line  of  the Southwest  1/4  of  the  Northeast  1/4  of  told  Section  18,  for  a  cllatance  of  15.00  feet   to   o  point  on   the Northwut comer of lot 11, Block  A,  f'LOIIIOA  fflUll ANO  lRIJCK LANO  CO!,IPANY,  ••  recorded In Plat  8ook B, Page 68  of  the  Publlc  Records  of  Oececlo  County,  Florida,  ..  ,d  point  ciao  l)'ltlg  on  tho  North  Un•  of  the Southwest 1/4 of the Northeast 1/4 of aold Section 18, aald point 0110 being the POINT OF BEQNN1NG: thlWIC<I
continue North 8 '29'43" Eaot. olong the North llne of the SouthwHl f/4 of  the Northeaat  1/4  of  oald Section 18, and ihe North lln• of tho Southeo1l 1/4 of th• Northea1t 1/4  of told S.CUon 18,  for  e  cllatonc. of 2441.52 feet to o point on the Sauthwestetly right of woy llno of Goodmon Rood; thence departing eald
North fine of the Southeo1t 1/4 of the Norlheoat 1/4, run South 55'36'01• Eoat dong sold Soulhw.. terty right
of way line, for o cllotonce  of  236.73  feet  to  o  point  on  the  Eost  llne  of  the  Southeast. 1/4  of  the  Northeast 1/4 of aald Section 18; thence deporting eold Southweatetly  right  of  way llne,  run  South  00'0-♦'18"  We•t. along sold Eo1t fine, for o  cll1tonce  of  321.05  fut;  thenco  departing  sold  Eost  fine, run  South 8316'37"  Weot  for  o cr.. tance ef 41:00 feet;  thence  run  North  86'53'16"  WHI  for  a  c.r. tonce  of  63.27  feet;  thence  run  North 55'36'21" w.. t for a dl1tanco of 66.75  feet;  thence  run  North  4313 '21"  West  f« a  distance  of  86. 43  feet; thence run North  0210'51"  West  for  o  dl1tonce  of  59.63  feet;  thence  run  North  14'53'45"  East  for  o  dltlance ot  85.08  feel  thence  run  South  40'21'42"   W.st  for  a  dl1tonce  of   130.38  feet;   thence  run  North   49'37'47" W.1t  for  o  dltlance  of  67.52  fut: !hone•  nm  South  -40'21'42"  Wnt  for  a  d!olonce  of  110.00  fHt    to  o  point on a curve,  concow  Northeoaterly, ha>ing  o radius  of  25.00  feet,  a  chord beotlng  of  South  31'11'58•  East  ond a chord distance ot 1!1.81 leet; thence run Southeasterly dong the ore af oald curw through a central angle
of 36'51'41" for an arc distance of 16.08 feet: thence dopanlng eold CU")!, run South 40'21'12" Wett for  o dhltonce cf 59,90 feet to o point on o CUM, ccncaw  Southwesl«ty,  h<JY!n<J  a  radius  of  25  f..,t,  o chord bearing of N«th 68'04'18" WHI and a chord distance 61 15.82 feet: thence run W...terty along  Ille arc of said curve through a central anqle of 36'52'58" for on arc distance ol 18.09 feot: thence deporting  oold curvo, run South 40'21'42" West for a distance of 889.00 feel to  the pOlnt  of  CU!'11\'1ture  of  o  c..,,,.,  concave Northwesterly, hovlng o radlu1 of  750.00  feet. a  chord  beorfng of South  5017'20"  West  and a  chord dl1lonce of 258.59 faet: thence run Souihweaterty dang the arc of 101d CU1'1111  thr<l<Jgh  a  central ongta of 19'51'15" for on ore distance of 259.89 /eel to  a  point  on  a  curve,  concow  Eaoterty.  having  a  radius  af  25.00  fHt, o Chord beorlnq of South 09'26'48"  Eo,t  and a chord distance of  lJ.59  feet;  thence run  Southerly along  the  arc of aold curw through a C<llltrol angle af 31'32'41" for on ore d tonce cf  13.76  feet  lo  o point  on  a  curve, concave Nortl'lweaterfy. having o rodlu• of 762.76 fHt, o chord bearing of South 64'46'52" Weot or,d o chord
distance ol 112.00 feet; thence  run  S<luthwnt«ty  along  the  ere  of  eold  curw  \hr<l<Jgh  o  central  angle  of 8'25'14" for an arc dlslonce of 112.10 feet; thence deporting aold curve, run South 2513'08" Eo1t. for a
dlatonce of 2B.46 feet to o point on the Sculh line of the aforeeald Btoclc A. f'LORIOA FRUIT ANO TRUCK LANO COMPANY; thence run South 89'33'14" wost, along sold South llne of Block A., for o dlltonce of 1339.09 Int
to  o  point  on  the  West  tine  of  sold  8Iock  A.  olso  being  the   £aaterfy  right  of  way  llne  of   Armadllo  Avenue,  o JO fool wide Public Right of woy per Plat  Book  8,  Page  68  of  the  ofor810ld  Public  Records  of  Osceola  County. Aorlda; thence deporting sold South tine,  run  North  00'06'05"  Eoal,  along  sold  Weal  fine  of  81ock  A.  ond  told Eaateny right of way fine. for a distance of 1309.52 feet to the POINT OF Bf:GINNING.
Containing 2,658,023 square feet, or 61.02 oc,ee. more or 111,.
ANO ALSO: ·			

DESCRl'TION SKETCH
PHASE t	Windsor at Westside Community Development District

	

SC	1• • 2000'	
		EXIBT2
SIEET 2 of tJ	

EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

Page 111

TRACT C

COMMENCE qt the Norlh 1/4 corner or Sectl<ln 18, Township 25 South, Rongo 27 Eoot, Osceda County, Florido; thence run South 00'06°05" West, <lion; the  Weet  llne  of  the  Northwest  1/4  of  the  Northeast  1/4  ol  said Section 18, for a distance of 1324.50 feet to the Northweet comer of the Southwest 1/4 of the Northeaat
1/4 of said Section 18; thence deportlno said Weet line. run North 89'29'43" East, along the North line of the Southwest 1/4 of the Northeaat 1/4 of acid  Section  18,  for  a  distance  of  15..00  feet  to  o  point  on  the NorthW<111t corner of lot 11, Block A, FLORIDA FRUIT ANO lRUCK LANO COMPANY, oa recorded In Plot 8<Jok 8, Page 68 of the Publlc Records of Osceclo County, Florido, said point  alaa  tying  on  the  North l!ne  ol  tho Southwest 1/4 of  the  Northea1t  1/4  of  aold  St!ctlon  18;  thence  continue  North  89'29'43"  Eaat.  along  th& North line of  the Southweat  1/4  of  the Northeast 1/4  of  sold' Section  18,  and  the North  line  of  the  Southeast 1/4 of the Northeast 1/4 of sold  Section  18,  for  o  distance  of  2441.52  feet  to  a  point  on  the  Southwesterly right  of  way Un& of  Gcodmon Road;  th&nce d&portlng  901d  SouthwHterly,rtght of  way line, run North 89'29'43"
Eoot, along sold North tine, for a dlatance of 31.46 feet ta a point on tho  Northoo$tarly  rltit  of  way  line  of Goodmon Road. oleo being the POINT Of BEGINNING: thence deporting said North..aaterly r1 t of  woy line, continue  North 89'29'43•  East,  along  sold North  line,  for  o  distance  of  164.05  feet  to  the  Northeast  comer of
the Southeast 1/4 af the Northooat 1/4  of  sold  Section  18;  thence  deporting  eo!d  North  ffne,  run South 00'0<1'18" West, along the Eost Uno of the Soulhoa1I 1/4 of  the  Northecst  t/4  of  aold  Section  18,  for  a  · dlalonce of 113.67 feet to o paint on the aforesaid North..a1terfy right of woy line of Goodmon  Road:  thence deporting 1ald East Uno, run North 55"36'01• IV<lst, olong oold Northeastorly right of way line, for a distance of 19B.64 feet to the POINT OF BEGINNING.
Containing 9,323 square feet, or 0.21 qcres, more or 1.. s,
PHASE 1 AND lRACT C TOGElHER contolnlng 2,667,346 squoro feet. or 61.23 acre,, moro or loss,							

J-	CURVE  TABLE						
	CURVE	RADIUS	LENGTH	CHORD	CHORD BEARING	DELTA	
	C1	25.00'	16.08'	15.81'	S31'11'56"E	36'51'41"	
	C2	25.00'	16.09'	15.82'	N68'04'16"W	36"52'58"	
	C3	750.00'	259.89'	258.59'	S50"17'20"W	19°51'15"	
	C4	25.00'	13.76'	13.59'	S09"26'48"E	31'32'41"	
	cs	762.76'	112.10'	112.00 '	S64'46'52"W	8'25'14"	
-

CSCE- 	--
ENGINEE
I   N    C-r:J  •    P     O     •	Windsor at Westside Community Development District
Ssotlon	Townshp 26 S, Range 27 E.
Osceola Cocnly, Florlda
.-"""l\lt-111'.l'..,.    \••-•o •\Rill,...,.....,.."" u-.    - t/VSA-• •1111•  ..  -.,. ,._	I	t I
SCALE': 1· • 2000'					
DESCRl'TION SKETCH
PHA 1		EX,_,,. 2
SHEEr s of 6					

EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

Page\ 12

£o.,UN£,  $,W,  i
THE N.E. l,
SECJIQN 18-25-27	

POINT OF BEGIJ\ININC PHASE 2

11£ l«ll!IW$1' C(IINEII (If 11£
tµr,'SfCIIQI
EAST IIE. H111111£AS11/♦
Cl' 1llt SWlllEASTl/4,
SECTION 18-2$-27			

DESCIIIPTKJN
PHASE	Windsor at Westside	

SCAI.£, 1" • 500'		

SKETCH 2	Community Development
District
Ssction 10, Townshp 26 S. Ranos 27 E. OsC90/s Cocnty, Florida

			EXl&T 2
SIEETtl ore	

EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

Page 113

LEGAL DESCRIPTION Of SUN TERRA WEST PHASE 2
The East M af the Southeast It and a portion af the Southeast 1' of the Northeast 1' of Se1:tian 18,
Townshfp 25 South, Range 27 East, Osceola County, Florida, being more particularly described as follows:

COMMENCE at the North 14 comer of Section 18, Township 14 South, Range 27 East, Osceola County. Florido; thence run South 00'06'05  "  West,  along  the  West line. at  the Northwest 1' of  said  Section 18,  for a distance of 1324,50 feel to the Northwast comer of the Southwest 1' of the Northeast 1' of said Section 18; thence deporting said WHt line,  run  North  89"29'43"  East,  along  the North  line  of  the Southwest 1' of  the Northeast l(, ond the North fine  of  the Southeast  l(  of  the Northeast 1' of  soid  Section  18.  for  a  distance  of  2652.03 feet to ttio Northeast comer of the Southeast 1' of the Northeast 1' of said Section 18; thence deporting
said North lines. nm South 00'04'18" West, along the Eost line of the Southeast 1' of the Northeast 1' of said
Section 18, for a distance of 456.52 feet to the POINT Of BEGINNING; thence continue South 00'04'18"  West,  along said East Une, for a distance of 870.70 feet to the Northeast comer of the Southeast 1' of said
Section 18; thence run South  00'05'05"  West,  along  the East line of  the Northeast 1' of  the  Southeast  I(,  ond the East line of the Southeast I(  of  the  Southeast  1'  of  said  Section  18, ·  for  a  distance  of  2643.55  feet  to the Southeast oomer of the Southeast l4 of sold Section 18; thence deporting sold East llnea, run South
89'30'32• West. along the South line of the Southeast l( of the Southeast  1'  of  said S<1ctlon  18,  for  a distance of 1326.74 feet to the Southweat comer of the Southeast 1' of the Southeast l4 of said Section 18; thence departing sold South line, run North 00'05'23" East, along the West llne of the Southeast 14 of the Southeast 14, and the West line of the Northeast l4 of the Southeast 1' of said Section 1/8, and its Northerly projecti on, for a distance of 2659.60 feet to  a point  on  the Northerly right of  way line of  the 30  foot wide public rood as Shown on the plot of Fl.ORIOA FRUIT ANO lRUCK COMPANY, os recorded in Plat Book B, Page
68 of the Publro Records of Osceola  County,  Florida;  thence run North 89'.  33'  14" East,  along  said Northerly right of way llne, for a distance of 27.90 feet; thence deporting  sold  Northerly  right  of  way line,  run  North 2513'08" West for a distance  of  28.46  feet  to  the  point  of  curvoture  of  a  curve,  concave  Northwest erly. havlng a radius of 762.76 feet, a chord !>earing of North  64' 46'52"  East,  and o  chord distance of 112.00  feet; thence run Northeasterly along  the arc of  said  curve  through  a centrer  angl e  of 08'25'14"  for  on arc distance  at 112,10 feet to  o  point  on  a  curve,  concave Easterly,  having  a radius  of  25.00  feet,  a  chord bearing  of North 09'26'48" West, and a chard distance of 13.59 feet; thence run Northerly  olong  the  ore  of  sold  curve through a central angle of 31'32'41" for an arc distance of 13,76 feet  to  a  point  on  a  curve.  concave Narthweaterly, havfng a  radius  of  750.00  feet,  o  chord bearing  of  North  5017'20"  East,  and  a  chord distance of 258.59  feet;  thence  run Northeasterly  along  the  arc  of  sold curve  through  a  central angle  of 19'51'15"  for an arc distance of 259.89 feet to the paint of tangency. thence run North 40'21'42" East for a distance of
869.00 feet to the point ol curvature of o curve, concave Southerly, havfng a radius of  25.00  feet,  a  chord bearing of South 68'04'16" East, and a chord distance of 15.82 feet; thence run Easterly along the arc of
said curve through a central angle  of  36'52 '58"  for  an  ore  distance  of  16.09  feet;  thence  deportlnq  said curve, run North 40'21'12" East for a distance. of  59.90  feet  to  a  point  on  a  curve,  concave  Northeasterly, having a radfus of 25.00 feet, a chOfd bearlnq of North 3111'56"  West,  and a  chord  distance  of  15.81  feet: thence run Northwesterly along the arc  of said curve  through  a central  angle  of  36'51' 41" for  on  arc distance of  16.08  feet;  thence  departing  said  curve,  run  North  40'21'42 "  East  for  a  distance  of  110.00  feet;  thence run South 49'37'4r East for a distance of 67.52 feet: thence run North 40'21'42" East for a distance of
130.38 feet: thence run  South  14'53'42"  West  for  a  distance  of  85.08  feet;  Thence  run  South  021 0'51" East for a distance of 59 .63 feet; thence run South 43"13'2 1" East for a distance at 86,43 feet:  thence  run South 55'36'21" East for a distance of 66.75 feet; thence run South 86'53'16 " East for a distance of 63.27 feet: thence  run  North  8316'37" East  for  o  distance  of  41.00  feet  to  the  POINT  OF  BEGINNING.

Containing therein 4,313,196 square feet, ar 99.02 acres, more or less.			
	Windsor at Westside Community Development Di  trict
Section	Towntlhf) 25 S.. Rangs 27 E. Oscsola Cotllty, Florida

DESCIFTION SKETCH
PHASE 2		EXHBIT 2
SIEET 6 of ti	

EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

Page I 14

.,	lOT 9
BlOCI< B
NOT INCUJOEI)				
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EXHIBIT 2 - DISTRICT DESCRIPTION SKETCH

Page I 15

Sunterra West
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EXHIBIT 3 - PD CONCEPT PLAN

Page I 16

SUNTERRA WEST PHASE 2 (WINDSOR AT WESTSIDE PHASE 2) PERMIT STATUS			
AGENCY	PERMIT&NO.	APPROVAL DATE	
South Florida Water Manaoement District	ERP 49-02334-P/Aoo. No. 130807-8	11-12-2013	
South Florida Water Manaqement District	WUP 49-02329-W/A pp. No. 130823-3	10-14-2013	
			
Osceola County	Planned Development (PD13-004)	7-16-2013	
Osceola Countv	Preliminary Sub. Plan (PS14-00008 }	5-7-2014	
Osceola County	Site Development Plan (SDP14-0002)	11-7-2014	
Osceola Countv	Final Sub. Plan (FS15-00039}	12-21-2015	
Osceola County	R/W Utilization permit (SDP13-0047)		
			
Toho Water Authority	Const. Plan Aooroval	5-27-2014	
	Developer Service Agreement	Pendini:i	
			
Florida Departmentof Environmental Protection	Water General Permit	Pendinq	
Florida Department of Environmental Protection	Sewer General Permit	Pendino	
Florida Department of Environmental Protection	NPDES NOi	Pending	
			
Florida Dept. of State Div. of Historical Resources	OHR No. 2013-5372	12-11-2013	

EXHIBIT 4 - PERMIT STATUS TABLE

Page 117

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Phase 2 Construction Cost: Earth balancing @ $972,433.26, plus Storm Sewer System @$1,204,782.00 = $2,177,215.26
Monaco Boulevard Total Construction Cost: $318,289.05 Phase 2: $318,289.05@ 0.5633 = $170,793.90
Emergency Access Road (Phase 2) Total Construction Cost: $4,719.66

Monaco Boulevard Landscaping: $250,944.37 Phase 2:   0.5366@: $250,944.37  = $134,656.75
Westside Blvd. Landscaping:  $390,699.68 Phase 2:  0.5366 @ $390,699.68  = $209,649.45
Potable Water Distribution System
Phase 2: Portion of water system in Monaco Blvd. 0.5366 X $175,140.59 =
$93,980.44 plus $693,202.75 plus impact fees 338 units@ $2,337.00/unit =
$789,906.00) = $1,577,089.19
Sanitary Sewer Collection System
Phase 2: Portion of sewer system in Monaco Blvd. 0.5366 X $162,551.61 =
$87,225.19 plus $995,593.25 plus impact fees 338 units @ $3,336.84/unit =
$1,127,851.92) = $2,210,670.36

Reclaimed Water Distribution System
Phase 2: Portion of reclaim system in Monaco Blvd. 0.5366 X $93,004.72 =
$49,906.33 plus $384,101.48 = $434,007.81
Professional and Inspection Fees (Phase 2): $368,501.99
-Construction Engineering and Platting: $289,093.89
-Osceola County Inspection Fee: $40,958.05
-TWA Inspection Fee: $38,450.05

EXHIBIT 9 - CONSTRUCTION COST SUMMARY

Page I 22