AMENITY FACILITY ENGINEERING REPORT

POINCIANA COMMUNITY DEVELOPMENT DISTRICT

Prepared for:

Poinciana Community Development District 313 Campus Street
Celebration, Florida 34747

Prepared by:

482 South Keller Road Orlando, Florida 32810

March 7, 2017

TABLE OF CONTENTS

Page

LIST OF TABLES	ii
LIST OF FIGURES	ii
APPENDICES	ii
Section 1 INTRODUCTION	1-1
1.1	INTRODUCTION	1-1
Section 2 THE DEVELOPMENT DESCRIPTION	2-1
2.1	GENERAL	2-1
Section 3 DISTRICT AMENITY FACILITIES	3-1
GENERAL	3-1
EXISTING AMENITY FACILITIES	3-2
#1 Riviera Spa & Fitness Center/Indoor Pool & Track	3-4
#2 Waterfront Galleries/Café	3-6
#3 Mosaics Restaurant & Starlight Ballroom	3-8
#4 Bell Tower	3-10
#5 Freedom Park	3-11
#6 Palms Amenity Complex	3-12
#7 Rainbow Lakes #1 Community Pool & Cabana	3-14
#8 Rainbow Lakes #2 Community Pool & Cabana	3-15
#9 Candlewood Community Pool & Cabana	3-16
#10 Capri Community Pool & Cabana	3-17
#11 Terra Vista #1 Community Pool & Cabana	3-18
#12 Terra Vista #2 Community Pool & Cabana	3-19
#13 Flora Vista #1 Community Pool & Cabana	3-20
#14 Flora Vista #2 Community Pool & Cabana	3-21
#15 Lago Vista Community Pool & Cabana	3-22
#16 Venezia Facility	3-23
#17 Bella Viana Pool and Cabana	3-24
POTENTIAL NEW CAPITAL FACILITIES	3-25
#1 Reconstructed Waterfront Galleries/Café	3-27
#2 Reconstructed Mosaics Restaurant & Starlight Ballroom	3-29
#3 New Performing Arts Building	3-31
#4 New Health and Fitness Center	3-33
Section 4 ENGINEER’S CERTIFICATION	4-1
4.1	ENGINEER'S CERTIFICATION	4-1

i

LIST OF TABLES

Table	Title	Page

Table 1 - ABSORPTION SCHEDULE – PCDD AND PWCDD	2-1
Table 2 –PROPOSED IMPROVEMENTS COSTS SUMMARY TABLE	3-1
LIST OF FIGURES
Figure	Title	Page
Figure 1 – LOCATION MAP	1-2
Figure 2 – SOLIVITA MASTER PLAN	1-3
Figure 3 - OVERALL MASTER PLAN WITH FACILITIES	3-3
Figure 4 - OVERALL CAPITAL IMPROVEMENTS EXHIBIT	4-26

APPENDICES
APPENDIX A – SURVEYS ..................................................................................................... A-1
Village Center Surveys .......................................................................................................... A-2
Palms Amenity Complex ....................................................................................................... A-3
Rainbow Lakes #1 Community Pool & Cabana ................................................................. A-4
Rainbow Lakes #2 Community Pool & Cabana ................................................................. A-5
Candlewood Community Pool & Cabana ........................................................................... A-6
Capri Community Pool & Cabana....................................................................................... A-7
Terra Vista #1 Community Pool & Cabana........................................................................ A-8
Terra Vista #2 Community Pool & Cabana........................................................................ A-9
Flora Vista #1 Community Pool & Cabana ...................................................................... A-10
Flora Vista #2 Community Pool & Cabana ...................................................................... A-11
Lago Vista Community Pool & Cabana ............................................................................ A-12
Venezia Facility/Two (2) Tennis Courts, Community Pool & Cabana........................... A-13
Bella Vianna Pool & Cabana.............................................................................................. A-14
Solivita Club Phase 5 Proposed .......................................................................................... A-15
Appendix B – Opinion of Costs ............................................................................................... B-1
Appendix C – Solivita Fitness Sample Renderings................................................................ C-1

ii

Section 1 INTRODUCTION

1.1 INTRODUCTION

Solivita is a planned mixed-use development in northeast Polk County along the Polk and Osceola County border. Solivita is a self-contained portion of the overall Poinciana Planned Development in Osceola and Polk Counties, which was master-planned in the 1970s and has been under continuous development since. There are over 50,000 residents now living in Poinciana. Location map shown in Figure 1-1.

Solivita is being developed as an active adult community consisting of single- and multi-family dwellings, a town center, golf course, and numerous parks and recreation facilities. Solivita is comprised of two villages; i.e., Solivita and Solivita West. Solivita is being constructed in several phases spanning approximately 15 years. Future phases of Solivita are owned by Avatar Properties, Inc., the Developer. The current Solivita Master Plan is illustrated in Figure 1-2.

Solivita has 4,187.56 acres and is comprised of two separate and distinct Community Development Districts, namely, Poinciana Community Development District or PCDD (3,240.65 acres) and Poinciana West Community Development District or PWCDD (949 acres). The PCDD was established November 1, 1999 and the PWCDD was established October 6, 2006 by rule of the Florida Land and Water Adjudicatory Commission and Polk County, Florida, respectively pursuant to the provisions of Chapter 190, Florida Statutes. These CDD’s provides an efficient mechanism for managing and financing the public infrastructure associated with the planning and development of Solivita.

A proposed interlocal agreement between the PCDD and PWCDD gives the ability to the PCDD to act on behalf of both districts as it relates to the acquisition, management and development of recreational facilities. It is proposed that certain recreational facilities will be acquired by the PCDD from the developer, Avatar Properties, Inc. Through the interlocal agreement between the PCDD and PWCDD and funded by proposed bonds, the PCDD is acquiring recreational facilities within the PCDD and PWCDD boundaries and proposing additional capital improvements.

This Engineering Report provides a general description of the existing infrastructure to be acquired by the PCDD. It also provides a general description of the proposed capital improvements to the project.

1-1

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Section 2
THE DEVELOPMENT DESCRIPTION

GENERAL

The PCDD, pursuant to the provisions of Chapter 190, Florida Statutes, was established by rule of the Florida Land and Water Adjudicatory Commission effective November 1, 1999. The PCDD consists of, after the 2008 boundary amendment, approximately 3,240 acres; and the PWCDD, likewise established on October 6, 2006 consists of 949 acres. The lot development schedule for the land within the PCDD and PWCDD are provided in Table 2-1 and Table 2-2. All future lot development assumptions were provided by the developer.

The portion of Solivita within the PCDD and PWCDD consists of several villages inspired by community based design principles and includes single and multi-family residences, central community recreation complex, neighborhood recreation areas, commercial town center area, golf course and various biking and pedestrian trails. The master plan for the remaining phases is shown on Figure 1-2. In general, the development program within the community consists of approximately 5,589 residential units, an18-hole golf courses and other non-residential space.

Table 1 - ABSORPTION SCHEDULE – PCDD AND PWCDD

Solivita Clubhouse Income Statement - Sale of Assets
At 12/31/16

  2017	2018	2019	2020	2021	2022	2023	2024 

Properties, Inc.		
Prospected Sales	215	238	242	214	210	212	-	-	
PCDD	115	137	171	214	210	212	-	-	
PWCDD	100	101	71	-	-	-	-	-	

Lots Owned by Avatar

1116	878	636	422	212	-	-	-

Year 2023 – 5,589 total closings by developer

2-1

Section 3
DISTRICT AMENITY FACILITIES

GENERAL

As noted previously, the PCDD is acquiring existing community amenity facilities as well as obtaining financing to make improvements with new recreational facilities within the district. The initial gross purchase price is $73.7 million to transfer the existing community amenity facilities listed in the purchase and sale agreement. As part of the transfer, the PCDD is acquiring personal property within the existing facilities. An inventory of personal property is available in the public record.

Additionally, the PCDD is seeking financing for $11.2 million in additional capital improvements within the community. Table 2 below is a summary of the estimated costs associated with the proposed improvements. A more detailed opinion of costs is provided in Appendix B – Opinion of Costs. The following sections identify the existing facilities to be acquired and the proposed improvements.

Table 2 –PROPOSED IMPROVEMENTS COSTS SUMMARY TABLE

Opinion of Costs

Solivita Proposed Improvements

Facility	Approximate Cost	
Proposed Performing Arts Building		$	6,960,000	
Proposed Health and Wellness Complex (Phase 5)		$	3,120,000	
Reconstructed Mosaics Restaurant and Starlight Ballroom		$	1,190,000	
Reconstructed Waterfront Café and Arts and Crafts REMODEL		$	660,000	
Sub-total	$	11,930,000	
20% Contingency and other Soft Costs	$	2,386,000.00	
Sub-total 	$	14,316,000	

The CDD Boards have not yet approved any specific construction or reconstruction activities.
It is currently proposed that $11.2 million from the proceeds of the Special Assessment Bonds will fund the construction and/or reconstruction of all or a portion of the improvements listed above. It is anticipated that the CDD Boards will continue to refine both the components comprising the improvements to be funded with the Special Assessment Bonds and the cost estimates set forth above.

3-1

EXISTING AMENITY FACILITIES

A total of 17 existing facilities will be acquired from Avatar Properties, Inc.. The facilities were timed in phases with the development and were constructed from 2001-2009. Surveys for the properties are included in Appendix A. Inspections for each of the properties is documented in a Property Condition Assessment, prepared by Delta Engineering & Inspections, Inc., available in public record.

These facilities include:
Rivera Spa & Fitness Center/Indoor Pool & Track
Waterfront Galleries/Café
Mosaics Restaurant & Starlite Ballroom
65’ Bell Tower
Freedom Park
Palms Amenity Complex
Rainbow Lakes #1 Community Pool & Cabana
Rainbow Lakes #2 Community Pool & Cabana
Candlewood Community Pool & Cabana
Capri Community Pool & Cabana
Terra Vista #1 Community Pool & Cabana
Terra Vista #2 Community Pool & Cabana
Flora Vista #1 Community Pool & Cabana
Flora Vista #2 Community Pool & Cabana
Lago Vista Community Pool & Cabana
Venezia Facility/Two (2) Tennis Courts, Community Pool & Cabana
Bella Vianna Pool & Cabana

3-2

Cypress Par31ay

18

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4	5	6	
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20

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Solivita Village

9
11

13	10
12

16

14

Legend	 I Sales Center and Administration (not incl ded in asset sale!
" #iviera Spa and Fitness
$ %ater&ront Ca&' and Arts and Cra&ts
( )ol& Cart Storage (not incl ded in asset sale!
* +osaics #esta rant and Starlig,t -allroom
. Stonegate )rille and Pros,op (not incl ded in asset sale!
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19	2 Freedom Par3
4 Palms Amenity Complex
I5 #ain6o1 La3e Amenity 7I II #ain6o1 La3e Amenity 7" I" Candle1ood Amenity
I$ Capri Amenity
I( 0erra Vista Amenity 7I I* 0erra Vista Amenity 7"
I. Flora Vista Amenity 7I I/ Flora Vista Amenity 7" I2 Lago Vista Amenity
I4 Vene8ia Amenity "5 -ella Viana Amenity

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:evelopment Plan

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Existing Property Assets
AV Homes
Solivita, Florida	ha
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Existing Solivita Cl 6 Assets

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Solivita, Florida
HEILMAN ARCHITECTURE

#1 Riviera Spa & Fitness Center/Indoor Pool & Track

The Riviera Spa & Fitness Center is located within the Village portion of the community. The building is a two story slab on grade structure comprised of various concrete and steel structural systems, stucco exterior finishes, stone veneer accents, a mixed roof system, and roof mounted HVAC systems. Indoor facilities include a fitness center with multiple rooms, an indoor pool, an indoor track, and associated support rooms and facilities. Personal property included within the existing site is part of the acquisition. Exterior facilities include an outdoor pool, an outdoor hot tub, outdoor pool deck areas, outdoor patios, pergolas, sidewalks, and landscaping.

Riviera Spa & Fitness Center Aerial

3-4

Riviera Spa & Fitness Center Floor Plan

3-5

#2 Waterfront Galleries/Café

The Waterfront Galleries/Café is located within the Village portion of the community. The building is a two story slab on grade structure comprised of various concrete and steel structural systems, stucco exterior finishes, stone veneer accents, a hip-gable roof system, and ground mounted HVAC systems. Indoor facilities include a café with kitchen, a library, an arts and crafts room, meeting spaces, offices, and associated support rooms and facilities. Personal property included within the existing site is part of the acquisition. Exterior facilities include an outdoor waterfront patio area, an outdoor seating area, sidewalks, and landscaping.

Waterfront Galleries/Café Aerial

3-6

Waterfront Galleries/Café Floor Plan

3-7

#3 Mosaics Restaurant & Starlight Ballroom

The Mosaics Restaurant & Starlight Ballroom is located within the Village portion of the community. The building is a two story slab on grade structure comprised of various concrete and steel structural systems, stucco exterior finishes, stone veneer accents, a mixed roof system, and roof mounted HVAC systems. Indoor facilities include a commercial kitchen, restaurant seating area, restrooms, covered patio seating, lobby areas, ballroom space, and associated support rooms and facilities. Personal property included within the existing site is part of the acquisition. Exterior facilities include sidewalks and landscaping.

Mosaics Restaurant & Starlight Ballroom Aerial

3-8

Mosaics Restaurant & Starlight Ballroom Plan

3-9

#4 Bell Tower

The Bell Tower is located within the Village portion of the community. The building is a 65 ft. tall structure comprised of various concrete and steel structural systems, stucco exterior finishes, stone veneer accents, and a mixed roof system. The foundation is a combination of a spread footer and deep footing system. Indoor facilities include the bell system and access. There are no outdoor facilities specific to the Bell Tower.

Bell Tower Aerial

Bell Tower Floor Plan

3-10

#5 Freedom Park

Freedom Park is located to the east of the Village portion of the community in the south-west quadrant of the intersection of Village Dr. and Solivita Blvd. The park contains a softball field, tennis courts, pickle ball courts, shuffle board courts, horseshoe pits, bocci ball courts, shade structures, a restroom facility, and parking areas. The buildings are concrete masonry structures with stucco finishes. Personal property included within the existing site is part of the acquisition.

Freedom Park Aerial

3-11

#6 Palms Amenity Complex

The Palms Amenity Complex is located in the north-west quadrant of the intersection of Barcelona Dr. and San Clemente Ave. The complex includes a fitness building, a pool cabana building, lap pool, spa, tennis courts, pickle ball courts, bocci ball courts, patio areas, and parking areas. The building is a single story slab on grade structure comprised of various concrete and steel structural systems, stucco exterior finishes, veneer accents, a mixed roof system, and ground mounted HVAC systems. Indoor facilities include a fitness room, yogo/aerobics room, club room, multi-purpose room, restrooms, lockers, and associated support rooms and facilities. Personal property included within the existing site is part of the acquisition. Exterior facilities include sidewalks and landscaping.

Palms Amenity Complex Aerial

3-12

Palms Amenity Complex Plan

3-13

#7 Rainbow Lakes #1 Community Pool & Cabana

The Rainbow Lakes #1 Community Pool & Cabana is located in the southern quadrant of the intersection of Rock Springs Dr. and Lake Butler Dr. The building is a single story slab on grade concrete masonry structure with stucco exterior finishes, a hip-framed roof, and ground mounted HVAC systems. The building houses restrooms, storage, and pool equipment. Personal property included within the existing site is part of the acquisition. Exterior facilities include a wading pool, fencing, sidewalks, and landscaping.

Rainbow Lakes #1 Community Pool & Cabana Aerial

3-14

#8 Rainbow Lakes #2 Community Pool & Cabana

The Rainbow Lakes #2 Community Pool & Cabana is located in the southeast quadrant of the intersection of Gulf Dr. and Crystal River Dr. The building is a single story slab on grade concrete masonry structure with stucco exterior finishes, a hip-framed roof, and ground mounted HVAC systems. The building houses restrooms, storage, and pool equipment. Personal property included within the existing site is part of the acquisition. Exterior facilities include a wading pool, fencing, sidewalks, and landscaping.

Rainbow Lakes #2 Community Pool & Cabana Aerial

3-15

#9 Candlewood Community Pool & Cabana

The Candlewood Community Pool & Cabana is located in the northwest quadrant of the intersection of Acadia Dr. and Vineyard Way. The building is a single story slab on grade concrete masonry structure with stucco exterior finishes, a hip-framed roof, and ground mounted HVAC systems. The building houses restrooms, storage, and pool equipment. Personal property included within the existing site is part of the acquisition. Exterior facilities include a pergola, wading pool, fencing, sidewalks, and landscaping.

Candlewood Community Pool & Cabana Aerial

3-16

#10 Capri Community Pool & Cabana

The Capri Community Pool & Cabana is located on the west side of Bell Tower Crossing about 360 feet south of Balboa Dr. The building is a single story slab on grade concrete masonry structure with stucco exterior finishes, a hip-framed roof, and ground mounted HVAC systems. The building houses restrooms, storage, and pool equipment. Personal property included within the existing site is part of the acquisition. Exterior facilities include a wading pool, fencing, sidewalks, and landscaping.

Capri Community Pool & Cabana Aerial

3-17

#11 Terra Vista #1 Community Pool & Cabana

The Terra Vista #1 Community Pool & Cabana is located in the northeast quadrant of the intersection of Glendora Rd. and Augurn Dr. The building is a single story slab on grade concrete masonry structure with stucco exterior finishes, a hip-framed roof, and ground mounted HVAC systems. The building houses restrooms, storage, and pool equipment. Personal property included within the existing site is part of the acquisition. Exterior facilities include a wading pool, fencing, sidewalks, and landscaping.

Terra Vista #1 Community Pool & Cabana Aerial

3-18

#12 Terra Vista #2 Community Pool & Cabana

The Terra Vista #2 Community Pool & Cabana is located in the southwest quadrant of the intersection of Channel Pass and Shorehave Dr. The building is a single story slab on grade concrete masonry structure with stucco exterior finishes, a hip-framed roof, and ground mounted HVAC systems. The building houses restrooms, storage, and pool equipment. Personal property included within the existing site is part of the acquisition. Exterior facilities include a wading pool, fencing, sidewalks, and landscaping.

Terra Vista #2 Community Pool & Cabana Aerial

3-19

#13 Flora Vista #1 Community Pool & Cabana

The Flora Vista #1 Community Pool & Cabana is located in the northeast quadrant of the intersection of Glendora Rd. S. and Glendora Rd. N. The building is a single story slab on grade concrete masonry structure with stucco exterior finishes, a hip-framed roof, and ground mounted HVAC systems. The building houses restrooms, storage, and pool equipment. Personal property included within the existing site is part of the acquisition. Exterior facilities include a wading pool, fencing, sidewalks, and landscaping.

Flora Vista #1 Community Pool & Cabana Aerial

3-20

#14 Flora Vista #2 Community Pool & Cabana

The Flora Vista #2 Community Pool & Cabana is located on the southwest side of Davinci Pass close to the southern boundary of the community. The building is a single story slab on grade concrete masonry structure with stucco exterior finishes, a hip-framed roof, and ground mounted HVAC systems. The building houses restrooms, storage, and pool equipment. Personal property included within the existing site is part of the acquisition. Exterior facilities include a wading pool, fencing, sidewalks, a small cart parking area, and landscaping.

Flora Vista #2 Community Pool & Cabana Aerial

3-21

#15 Lago Vista Community Pool & Cabana

The Lago Vista Community Pool & Cabana is located in the southeast quadrant of the intersection of Torino Ln. and Milano Rd. The building is a single story slab on grade concrete masonry structure with stucco exterior finishes, a hip-framed roof, and ground mounted HVAC systems. The building houses restrooms, storage, and pool equipment. Personal property included within the existing site is part of the acquisition. Exterior facilities include a pergola, a wading pool, fencing, sidewalks, and landscaping. The building and pool is larger than most of the other Community Pool & Cabanas.

Lago Vista Community Pool & Cabana Aerial

3-22

#16 Venezia Facility

The Venezia Facility is located in the northwest and northeast quadrants of the intersection of Rialto Rd. and Grand Canal Dr. The building is a single story slab on grade concrete masonry structure with stucco exterior finishes, a hip-framed roof, and ground mounted HVAC systems. The building houses restrooms, storage, and pool equipment. Personal property included within the existing site is part of the acquisition. Exterior facilities include tennis courts, a wading pool, a spa, fencing, sidewalks, a parking area, and landscaping.

Venezia Facility Aerial

3-23

#17 Bella Viana Pool and Cabana

The Bella Viana Pool & Cabana is located on the south side of Sorrento Rd. at the intersection with Genoa Dr. The building is a single story slab on grade concrete masonry structure with stucco exterior finishes, a gable framed roof, and ground mounted HVAC systems. The building houses restrooms, storage, and pool equipment. Personal property included within the existing site is part of the acquisition. Exterior facilities include a wading pool, spa, fencing, sidewalks, and landscaping.

Bella Viana Pool and Cabana Aerial

3-24

POTENTIAL NEW CAPITAL FACILITIES

Two facility reconstructions and two new facilities are being considered as part of the process. The district will utilize the financing to reconstruct existing facilities and the remaining new facilities. It is anticipated not all reconstruction or new construction will be performed if sufficient bond proceeds are not raised,. The district will prioritize the components of the project once final pricing is obtained. Solivita Program Cost Data is provided in Appendix B. A copy of the Solivita Proposed Club Capital Improvements Presentation is provided in Appendix C.

These potential improvements include:
Reconstruct Waterfront Galleries/Café
Reconstruct Mosaics Restaurant & Starlight Ballroom
New Performing Arts Building
New Health and Fitness Center

3-25

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H E I L M A N A R C H I T E C T U R E

#1 Reconstructed Waterfront Galleries/Café

As noted previously, the Waterfront Galleries/Café is located within the Village portion of the community. It is a two story building with multiple facilities inside and around the building. Improvements are planned to include a remodel of the first floor bistro, the addition of a new kitchen, a computer room, new lighting, new furniture, and new audio video systems. Additional outside improvements may also be made.

Waterfront Galleries/Café Rendering

3-27

Waterfront Galleries/Café Sample Reconstructed Floor Plan

3-28

#2 Reconstructed Mosaics Restaurant & Starlight Ballroom

As noted previously, the Mosaics Restaurant & Starlight Ballroom is located within the Village portion of the community. It is a two story building with multiple facilities inside and around the building. Improvements are planned to include upgrades to the restaurant interior, lighting, a Lobby Bar, remodel porch, kitchen upgrades, kitchen addition, and cosmetic finish upgrades in the ballroom.

Mosaics Restaurant & Starlight Ballroom Aerial

3-29

Mosaics Restaurant & Starlight Ballroom Sample Reconstructed Floor Plan

3-30

#3 New Performing Arts Building

The Performing Arts Building will be new construction located within the Village portion of the community to the east of the Mosaics Restaurant & Starlight Ballroom. The theater will seat a minimum of 500 patrons and will contain the various necessary support facilities.

New Performing Arts Building Site Aerial

3-31

New Performing Arts Building Sample Rendering

New Performing Arts Building Sample Floor Plan

3-32

#4 New Health and Fitness Center

The Health and Fitness Center will be new construction located within the Phase 5 portion of the community on the north side of Village Drive. The center may include a fitness building, lap pool, spa, tennis courts, Bocce courts, Pickle Ball courts, a Basketball court, Racquet/Handball court, and outdoor pavilions. The fitness building will include spinning classroom, yoga/aerobics room, fitness room, classrooms, restrooms, and lockers. Sample perspective renderings are provided in Appendix D.

New Health and Fitness Center Sample Rendering and Aerial

3-33

New Health and Fitness Center Sample Floor Plan

3-34

Section 4 ENGINEER'S CERTIFICATION

ENGINEER'S CERTIFICATION

The infrastructure improvements as detailed herein are necessary for the functional development of the District as required by the applicable independent unit of local government. The planning and design of the infrastructure is 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 Engineer recommends that in addition to the annual non-ad valorem assessments to be levied and collected to pay debt service on the proposed bonds, the District should levy and collect an annual “Operating and Maintenance Special Assessment”. Said Special Assessment is 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. All such proposed infrastructure costs are public improvements or community facilities as set forth in Section 190.012(1) and (2) of the Florida Statutes.

The estimate of infrastructure construction costs is only an estimate and not a guarantee maximum price. A portion of the costs are based on actual costs received by Avatar Properties, Inc. Where necessary, historical costs, information from other professional or utility consultants and contractors have been used in 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 Development can be completed at the stated costs.

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.

Kathleen S. Leo, P.E.
State of Florida Registration No. 51419 Atkins North America

4-1

APPENDIX A – SURVEYS

A-1

Village Center Surveys

A-2

    LEGAL  DESCRIPTION:		VILLAGE CENTER, LOCATIONS 2, 3, 5, 7 AND 8	A portion of Tract C, Soliv it a Phase I, as recorded in Pl at Book 112 , Pages 1 through 14
of \he Public Records of Pol k County, Flor ida ; be ing more part icular ly described as follows:
TOGETHER WITH:	SEE SHEETS 2-5 FOR DETAIL OF VILLAGE CENTER PARCELS
A   portion   of   Tract   C,   Trac\  LK-B  and  Vil l age   Drive,   Solivita   Phase  I,   as  recorded  in Plat  Book	Commence a\ \he Northeast corner of Trac\ C; \hence N 89"22 ' 52" W, a distance of 88.73
112,  Pages  1   through  14  of  the  Public  Records  of  Polk  County,  Florida;  being  more	feet,  a  chord  bearing  of  S  08 "03' 43"   E,  and  a  chord  length  of  1 22.00    feet;  \hence  along  \he	fee\ to the point of curvature of  a  curve  concave  Southerly,  having  a  radius  of  748.00 particularly   described as  follows:	arc  of   said  curve  through  a  central   angle  of   23"56'59"   for  an  arc  length  of  12 2.89   feet  to	fee\, a chord bearing of S 82 "45'09 " W, and a chord length of 204.75 fee\ ; \hence along
\he  point   of  compound   curvature  of  a  curve  concave  nor theasterly   ,  having   a  radius of  69.00	\he  arc  of  said  curve  through  a  centra  l  angle  of  15·43'55"   for  an  arc  len gth   of  205.39
Commence   at   \he  Northwest   corner  of  Trac\  C;   \hence  along   the   North  line  of  Trac\ C  S	feet,  a  chord  bearing  of  S  40 "51 ' 50"   E,  and   a  chord  length  of  49.07  feet ;   \hence along  the	fee\   \o   \he  point   of  reverse  curvature  of  a  curve   concave  Northerly,   having  a  radius  of
72·  45'35"     E,   a   dist an ce   of   15.48   fee\   to   \he  Point   of  Beginn ing;    \hence  N  18"06'13"  E,   a	 arc   of   said   curve   through   a   central   angle   of   41·  39 ' 29 "   for   an   arc   length   of  50.17   fee\   to   \he     1174.00   fee\ ,   a   chord  bearing   of   S  80"07'57"   W,   and     a   chord  l ength    of   214.70   fee\;   \hence distance  of  5.99   fee\   to   \he  South  back   of   curb   of   Village    Drive,   as  it   exists   on  May 26,	point   of  reverse   curvature   of   a   curve   concave   sou th we st erl y,  having   a  radius of  8.00  feet,  a	along \he arc of said curve through a central angle of 10·29 ' 34 " for an arc length of
2016;  \hence  al ong   said back  of  curve line the  follo w ing   thirteen  (13)  courses; \hence S	chord  bearing  of  S  25"23'05"  E,  and  a  chord  length  of  9.47  fee\;  \hence  along  the arc  of	215.00 fee\ to  the  point  of  tangency;  thence  S  85 "22'  44"  W,  a  distance  of  231.84  fee\  to 72 "42'14"	E,  a  distance  of  14.15  feet  to  a  po int  on  a  non-tangent curve concave	said  curve  through  a  central  angle  of  72"34 ' 49"    for   an  arc  length  of  10.13  fee\  to the point	\he point of curvature of a curve concave Northerly, having a radius of 420.00 fee\, a
southwesterly,  having   a  radius   of   4.00   fee\,   a   chord   bearing   of   S  37"06'28"   E,   and  a  chord	of  tangency;   \hence  S 10"55'18"	W,   a   distance   of   9.30   feet   to   \he  point   of   curvature of  a	chord  bearing  of  N  74·55'51"  W,  and  a  chord  length  of   282.80   feet;   \hence   along   the   arc length    of   4.65  fee\;   thence  along   \he  arc  of  said  curve  through   a  centra  l   angle  of   71"03  '1 o••	curve  concave  northeasterly,  having   a  rad ius   of   25. 49  fee\ ,   a   chord  bearing   of   S  3 4"04 ' 42"   E,     of   said  curve   th r ough   a   central   angle   of   39"20'50"   for  an  arc  length  of   288.43   fee\   \o   \he for	an   arc	length   of   4.96   fee\   to   \he  point   of   tangency;    \hence   S   01·34'54"   E,   a distance  of	and a chord length of 36.05 fee\ ; \hence along \he arc of said curve through a central angle Point of Begi nning; \hence S 38"46'25" W, a dist ance of 109.75 fee\; thence S 35·25'53"
5.59  fee\;  \hence S 72 "37 ' 58"   E,  a dist ance  of  22.70 fee\;  thence N  36"13 ' 26"  E, a distance	of 90·00'00" for an arc length of 40.04 feet to \he point of tangency; \hence S 79·04' 42" E, W, a distance of 79.94 fee\ \o a point on a non-tangent curve concave nort heast erl y,
of   4.08   feet   to   \he   point   of   curvature   of   a   curve   concave   southerly,   having   a   radius of  6.00	a  dist an ce   of   19.26   fee\   to   the  point   of  curvature  of  a  curve  concave  nor ther l y,  hav ing   a	having   a  radius  of  100 . 00   feet,  a  chord  bearing   of  N  50 "39'19"	W, and  a  chord  length  of fee\,   a   chord  bearing of  N  71"36'27"	E,   and   a   chord   length   of   6.95   feet;   \hence along  \he	radius   of   25.49   feet,   a   chord  bearing   of   N   55·55'18"   E,   and   a   chord  length   of 36.05  fee\;	15 . 6 4  fee\  ;  \hence  along  \he  arc  of  said  curve  through  a  centra l  angle  of  08"58 ' 09"  for   an   arc   of  said  curve   through   a   central   angle  of   70"4 6'01' '   for   an   arc   length   of  7.41   fee\ to  \he	\hence   along   \he   arc   of   said  curve   through   a  central   angle  of   90"00'00"   for   an   arc len gth   of	arc  length  of  15.65   feet   to   \he   point   of   tangency;   \hence   N   46"10'15"   W,   a   distance   of point   of   tangency;    \hence   S   73"00'33"   E,   a   dist ance   of   35.64  fee\   to   \he  point  of  curvature	40.04  feet   to   \he  point   of   tangency;   \hence  N  10· 55 '1 8 "   E,   a   distance   of  9.67   fee\  to  the	47.42  fee\  \o   \he   point   of   curvature   of   a   curve   concave   northeasterly,   having   a   rad ius   of of   a   curve   concave   southwesterly,  having   a  radius   of   6.00   fee\ ,   a   chord  bearing of   S	point  of   curvature   of   a   curve   concave   southeasterly,   having   a   radius   of   8.00   feet, a  chord	140.00  fee\,   a   chord  bearing   of   N   35·57'31"   W,   and   a   chord  length   of   44.82   fee\;   thence 35 "3 6 ' 00"   E,  and   a  chord  length   of  7.29   fee\;    \hence  along   the   arc   of   said  curve through  a	bear ing   of  N  46 "03'  38"    E,  and   a  chord  length   of   9.21  feet ;   \hence  along  the   arc of  said	along   \he   arc   of   said  curve   through   a   central  angle of  18"25'27"		for  an   arc   length  of central   angle   of   74·49'05"   for   an   arc   length   of   7.83   fee\   to   \he   point   of   tangency;  thence  S	curve   through   a   central   angle   of   70"16'40"   for   an   arc  length   of   9.81   fee\   to   \he point  of	45.02  feet  to  \he  point  of  t angency ;   \hence  N   27"44 ' 48"   W,   a   distance   of   72.02   feet   to 01"48  ' 33"    W,   a  distance  of  3.83  fee\;   \hence  S  73"11'04  "  E,  a  dist an ce  of  111.01  fee\   to  a	reverse   curvature   of   a  curve   concave  nor th we st erly,   having   a  radius   of   58.00   feet, a  chord	\he  point  of  curvature  of  a  curve  concave  easterly,  having  a  radius   of   60 .00   fee\,   a  chord  point   on   a   non-tangent   curve   concave   southeasterly,   having   a   rad ius   of    6.00   fee\,  a   chord	bearing  of  N   43·    40·11"   E,  and   a   chord  length  of  70.66   fee\;   \hence   along   \he   arc   of  said	bearing of N 05"10'28" W, and a chord l ength of 46 .06 feet; \hence al ong the arc of said
bearing  of  N  57"00 ' 02"   E,  and   a  chord  length   of   9.16  fee\;   \hence  along  \he  arc of  said	curve   through   a   central   angle   of   75·03'35"   for  an  arc  length  of  75.98  fee\   to   the point  of	curve through a central angle of 45"08'40" for an arc length of 47.28 fee\ \o \he point of
curve   through   a   central   angle   of   99"28'48"   for   an  arc   length   of  10.42    fee\   to   the point  of	compound   curvature   of  a  curve  concave   west erly ,  having   a  rad ius   of   139.00     feet,  a  chord	t angency ; \hence  N  17"23'52"  E,  a  distance  of  155.79  fee\  to  \he  point  of  curvature  of  a tangency;    \hence   S  73"15'38"   E,   a   distance   of   24.02   fee\   to   the   point   of   curvature of  a	bear ing   of  N   03"13'17"   W,   and    a  chord  length  of  45.22   feet;   thence  along   \he   arc  of  said	curve  concave  southeasterly,  having  a  radius  of  25.00  fee\,  a  chord  bearing   of   N   43"16'1  1" curve   concave   southwesterly,  having   a   radius   of   6.00   fee\ ,   a   chord  bearing   of   S 28"30'56"  E,	curve  through  a  central  angle  of  18"4 3' 20 "   for    an   arc    length  of  45.42  feet  to  \he  point  of	E,  and  a  chord  length  of  21.82   feet;   \hence  al ong   the   arc   of   said  curve   through   a  central  and   a  chord  len gth   of   8.45   fee\;   thence   along   \he   arc   of   said  curve   through   a  central  angle	reverse   curvature   of   a   curve   concave   easterly,   having   a   radius   of   459.00   fee\, a  chord	angle  of  51·44'35"   for   an   arc   length   of   22.58   fee\   \o   \he   point   of   compound   curvature   of of   89"29'16"   for   an  arc   length   of   9.37   fee\   to   the boundary  line  of   Trac\   C;   \hence   al ong	bear ing   of   N  07"45'42"   W,   and    a   chord  length   of  77.15   fee\;   \hence   along   the   arc of  said	a curve concave southwesterly, having a radius of 151.00 fee\ , a chord bearing of S
said  boundary  line  \he  following  seventy-six  (76)  courses;   S  72"46'36"  E,  a  distance  of  7.65	curve   through   a   central   angle   of  09·35'30"   for  an  arc  length  of  77.24  fee\   to   the point  of	45"04' 45" E, and a chord length of 89.82 fee\ ; \hence along \he arc of said curve through fee\   to   the   point   of   curvature   of   a   curve   concave   sou th we st er l y,  having   a  radius   of  151.00	compound   curvature   of   a   curve   concave   east erl y,  having   a  radius   of   459.00   feet,   a   chord	a   centra  l   angle   of   34·  35'24"   for   an   arc   length   of  91. 20    feet   to   \he  point   of   tangency;
fee\,   a   chord  bearing   of   S  50"16 '35"   E,   and   a  chord  length   of  115.57   fee\;   \hence  along  \he	bearing  of  N  0 4· 45 ' 55"   E,  and   a  chord  l ength   of  123.10  feet;   thence  along   the   arc   of  said	\hence S 2 7"46'33 " E, a distance of 78.82 fee\ \o \he point of curvature of a curve
arc   of  said  curve  through   a  central   angle  of  45"00'03"	for   an   arc    length  of  118. 60  fee\  to	curve  th r ough   a  central  angle  of  15· 24'44  "   for   an   arc   length  of  123 . 47  fee\   to   \he   point  of	concave northeasterly, having a radius of 107.00 feet, a chord bearing of S 41"31' 29" E,
\he  point   of  tangency;   \hence  S   27"46'33"  E,  a  distance   of  78.82  fee\   to   \he   point  of	tangency;   \hence  N   09"22'10"   E,   a  distance   of  179.55  fee\   to   a  point   on a  non-tangent	and a chord length of 50.86 fee\; \hence along  \he  arc  of  said  curve  through  a  central  curvature  of  a  curve  concave  northeasterly,  having   a  radius  of  107 . 00   feet,   a  chord  bearing	curve concave  we st er l y, hav ing  a radius  of 100 . 00  feet ,  a  chord bearing of N  0 4"51' 48"  W,	angle  of   27"29'52"   for   an   arc   length  of  51.35  fee\   to   the  point  of  tangency;   thence   S of  S  41"31'29"  E,  an d  a  chord  length   of  50.86   fee\;   \hence  along  the  arc  of  said  curve	and  a  chord  length  of  48.04  feet;  \hence  along  the  arc  of  said  curve  through  a  central  angle  34"43'35"  W,  a  distance  of  8.00  fee\;   \hence  S  55 "16' 25"   E,  a  distance   of  43.94  fee\   \o through   a  central  ang l e  of   27"29'52"  for  an  arc   length  of  51.35  fee\   to   \he  point  of	of 27"47' 48" for an arc length of 48.51 fee\ to \he point of tangency; \hence N 15·45'47" W, \he Point of Beginni n g.
tangency;   \hence  S  34· 43'35  "   W,  a  distance  of  8.00  fee\;   \hence  S  55"16'25"  E, a  distance	a dist an ce of 46.28 fee\ to a point on a non-tangent curve concave easterly , having a
of   43.94   fee\   to   \he  point   of  curvature   of   a  curve   concave  nor ther l y,  having   a   radius  of	radius   of  98.65   fee\ ,   a   chord  bearing  of  N  05· 25 '4 5 "   E,   and   a   chord  length   of 76.05  feet;	Said l ands having an area of 43,632.03 square feet or 1.002 acres, more or less.
420.00   fee\,   a   chord  bearing   of   S  74"56'51"   E,   and   a   chord  length   of   282.80  feet;   \hence	\hence  along   the   arc   of   said  curve   through   a  central  angle  of   45"20'38"   for   an   arc   l en gth   of	TOGETHER WI TH:
along   \he   arc   of   said  curve   through   a  central  ang le  of 39 "20'50"	for   an   arc   l ength of  288.43	78 .07 fee\ to \he point of t angency ; \hence N 37"40'51" E, a distance of 22.10 fee\ to a
fee\   to   the   point   of   tangency;   thence  N  85"22' 44"   E,   a   distance   of   231.84   fee\   to  \he  point	point  on  a  non -  t angent    curve  concave  we st er l y,  hav ing   a  radius  of  71.09   feet,  a  chord	A portion of Trac\ D, Trac\ E and Vil l age Dr ive, Salivi\a Phase I, as recorded in Pl at Book 112, Pages
of  curvature  of  a   curve  concave  nor ther ly,  having  a  radius   of  1174.00   fee\, a  chord  bear ing	bearing  of  N  20 "17 '2 3"   E,  and   a  chord  length  of  32.81  fee\ ;   \hence  along  \he  arc of  said	1 through 14 of \he Publ ic Records of Polk County, Flor ida; being more particularly described as
of   N   80"07'57"   E,   and   a   chord  length   of   214.70   feet;   thence   along   \he   arc   of   said   curve	25·  40' 49"   for   an  arc   length   of   33.10   feet;   \hence   S   86"13'25   "   E,   a   distance   of   41.10   fee\   to	follows:
through  a  central  ang l e  of  10·29'34"  for  an  arc  length  of  215.00  fee\  to  \he  point of reverse	a point on a non-tangent curve concave westerly, having a radius of 2512.03 fee\, a chord
curvature   of   a   curve   concave   southerly,   having   a   radius   of   748.00   fee\,   a   chord  bearing of  N	bear ing   of  S  08"04  ' 57"     W,   and    a  chord  length  of  362.28   feet;   thence  along   \he  arc of  said	Commence   a\   \he   Southwest   corner  of   Trac\  E;   \hence  S  72 "46'36"   E,  along  \he  South  line  of  Trac\ 82 "45'09"	E,  and   a   chord  length   of  204.75  feet;   \hence  al ong     \he    arc    of    said curve  through	curve  through  a  central   angle  of  08 "16 '13"   for   an  arc   length    of   362 . 59   fee\   to   \he  point  of	E  a  distance  of  1 3. 99  fee\  to  \he  Point  of  Beg innin g;   \hence  N  1 8 "06'13"    E,  a  distance  of  44.22  fee\; a  centra  l  angle  of 15·   43'55"	for    an   arc   length    of   205.39   fee\   to   \he  point of  tangency;	reverse curvature of a curve concave easterly, having a radius of 615. 87 feet, a chord bearing \hence S 72"46'36 " E, a distance of 21.93 fee\; \hence N 18 "0 6'13 " E, a distance of 43.52 fee\;
\hence  S   89"22'52"   E,  a  distance   of  88.73   fee\   to   \he  point   of  curvature  of  a  curve  concave	of  S  05"00'06"  W,   and    a  chord  l ength   of  154 . 72   fee\;   \hence  along  \he  arc  of  said  curve	\hence S 72"46'36" E, a distance of 74.73 fee\ to a point on a non-tangent curve concave souther l y,
southwesterly,  having   a  radius   of   35.00   feet,   a   chord  bearing   of   S   44· 49 '1 5"   E,   and   a   chord	through   a   central   ang l e  of   14·  25'55"    for   an   arc   length   of  155.13   fee\   to   the  point   of	having  a  radius  of  68.91   fee\,   a  chord  bearing   of  N  70"19'22"  E,  and   a  chord  length   of  61.86   fee\;
\hen ce al ong \he arc of said curve through a central ang le of 53"20'04" for an arc length of 64.15
length    of   49.12   feet;   \hence   along   \he   arc   of   said  curve   through   a   central   angle of  89"07'14"	compound  curvature   of  a  curve  concave   east er l y,   having  a  radius   of  615 . 87    fee\  , a  chord	fee\ to \he point of tangency; \hence S 83 "00 ' 35 " E, a distance of 83.32 fee\ to \he point of
for   an  arc  length   of  54.44  fee\   to   \he  point   of   reverse  curvature   of   a  curve  concave   easterly,    bear ing   of  S  16"02'52"     E,   and   a   chord   length   of   294.50   feet;   thence   along   the   arc   of  said	curvature of a curve concave southwesterly, having a radius of 11 0.00 feet, a chord bearing of S
having  a  radius  of  11572 . 61  fee\ ,  a  chord  bear ing  of  S  00·  35' 43"   E,  and  a  chord length of	curve   through   a   central   angle   of   27"39'59"   for  an  arc  length  of 297.38  fee\   to   \he  point  of	52"00'25" E, and a chord length of 113.32 fee\; \hence along \he arc of said curve through a central
155.41   feet;   \hence  along   \he   arc  of   said  curve   through   a   central   angle   of   00"46'1O" for   an	tangency;   \hence  S  29 "52  ' 5 1"   E,   a  distance   of  240.43   feet   to   \he  point   of  curvature  of  a	angle of 62 "00' 21" for an arc length of 11 9.0 4 fee\ to a point being on \he back of curb line
arc   l ength    of   155.41   fee\   to   \he  point   of  reverse  curvature  of  a   curve  concave   we st er ly,	curve   concave   southwesterly,  having   a   radius   of  1383.00   fee\,   a  chord  bearing   of   S   29 "32'  12"	extended of a curb on the North side of a parking area; thence l ea ving said curve run al o ng said
having   a  radius   of   2512.00   fee\,   a  chord  bearing   of   S  01"17'16"   W,   and    a  chord length  of	E,   and   a   chord  length   of  16.61   feet;   thence   along   the   arc   of   said  curve   through a  central	back of curb as existing May 26, 2016 \he fol l owing five (5) courses; S 62 "0 6'30 " W, a distance of
203.17   fee\;   \hence   al on g   the   arc   of   said  curve   through   a   central   ang l e   of   0 4"38'07"	for   an	ang l e of 00 "41'18" for an arc length of 16.61 fee\ ; thence N 50"10 '10" W, a dist an ce of 42 .98 85.43 fee\; \hence S 27"12'43" E, a distance of 13.54 fee\ to \he point of curvature of a curve
arc   length    of   203.22  fee\   to   \he  point  of  tangency;   \hence  N  86 "13'25"    W,   a   distance  of	feet;   thence  N   50 "10'10  "   W,  a   distance   of  83.32   feet;   thence  N  41"29'57"   W,   a distance  of	concave wester l y, having a rad ius of 4.00 fee\, a chord bearing of S 17"35 '4 9" W, and a chord length
of 5.6 4 fee\; \hence along \he arc of said curve through a central ang le of 89 "37'03 " for an arc
41.85   fee\   to   a  po int   on   a  non-tangent   curve   concave   westerly,   having   a  radius   of  71.09	 64.75   fee\;   \hence   N  51·  19'59"     W,   a   distance   of   67.92   fee\;   \hence   N  50·  1 2·11"   W,   a   dist ance     length   of  6.26   fee\   to   \he  point   of   tangency;   \hence  S  62 "24 ' 20"    W,   a  distance   of   38.10   fee\   to   \he fee\,   a   chord  bearing   of  N  18"29'23"   W,   and    a   chord  length   of   32.76  fee\;   thence   along   \he	of   72.10   feet;   thence   N  11·20'55"	W,   a   distance   of   33.90   feet;   thence   N  5 4·  44'0  4"   W,   a	point   of   curvature   of   a   curve   concave   northerly,   having   a   radius   of   6.00   feet,   a   chord   bear ing   of   S arc  of  said  curve  through   a   central  angle  of  25·35'34"   for  an  arc  length  of  33.06  fee\   to   \he    distance  of  46.63  fee\;   \hence  N  75"01'19"   W,   a   distance  of  51. 56   fee\ ;   thence  N  62 "28'18"	84"4 5'4 2" W, and a chord length  of  4.56  fee\;  \hence  along  \he  arc  of  said  curve  through  a  centra  l point  of  compound  curvature  of  a  curve  concave  sou th we st erl y,  having  a   radius  of  50.00  fee\,     W,   a   distance  of  55.60  feet;   thence  N  39·   53'09"    W,   a  dist ance   of   58.26  fee\;  \hence  N	angle  of  44"42'  4 2"   for   an  arc  length  of  4.68  fee\  to   \he  point  of  tangency,  said  point  being  on   \he a  chord  bearing  of  N  39· 19'5  1"   W,   and    a   chord  length  of  13.09  fee\;   \hence  along  \he arc  of	0 4 "50'55   "   W,  a  distance  of  48.23  fee\;   \hence  N  23·   27'39"    W,  a  dist an ce  of  86 .87  fee\;	back of curb line on \he Vil l age Dr ive,  as buil t  in May,  2016;  \hence  along  said back  of  curb  line  \he  said  curve  through   a   central  angle  of  15"02'2  1"   for    an   arc    length  of  13.12  feet   to \he  point	\hence  N  39· 42 ' 55"   E,  a  dist ance  of  51.60  feet;  thence  N  29 "00 ' 01"    W,  a  distance of  64.13	following seven (7) courses; N 72 "52'57" W, a distance of 92.56 fee\ to \he point of curvature of a
of  compound   curvature   of   a   curve   concave   southerly,   having   a  radius   of   84.02   fee\,   a   chord	fee\;   \hence   S   42"49'28"   W,   a   dist  an ce   of   54.60   fee\ ;   thence  N   71·  22'57"	W,   a   distance   of	curve   concave  northeasterly  ,  having  a  radius  of   4.00  fee\,   a  chord  bearing   of  N  35 "25 ' 40"   W,   and    a
bearing   of   N   81·  05'39"     W,   and    a   chord  length    of   94.56   feet;   \hence   al ong     the     arc    of    said	64.27   feet;   thence   S  17"17'32"   E,   a   dist an ce   of   56.36   fee\;   \hence  S  17"17'32"  E,   a   distance	chord  length   of   4.87  fee\;    \hence  along   \he   arc   of   said  curve   through   a  centra  l   angle  of  74·54' 34"
for   an  arc   length  of  5.23  fee\   to   \he   point  of  tangency;   \hence  N  02 "01'36"     E, a  distance   of 5.55
curve   th r ough   a   central   angle  of   68"29'15"   for   an   arc   length   of  100.44  fee\   to   \he point   of	of  16 . 44   fee\;   \hence  N  53·30'45"  W,  a  dist an ce  of  37 1. 35   feet;  \hence  S  8 4"18'05 "  W,  a	fee\; \hence N 72 "4 2'40 " W, a distance of 88.83 fee\; \hence S 30"24 ' 55 " W, a distance of 4.92 fee\
compound   curvature   of   a   curve   concave   southeasterly,   having   a   radius   of   134.63 fee\,   a	distance   of  94.49   feet;   thence  N   46"10'03"   W,   a   distance   of   745.80   fee\;   thence  N  44"18'11"	to  the  point  of  cur vature  of  a  curve  concave  northerly,  having  a  radius  of   4.00   feet,   a  chord   bearing chord  bearing   of  S  25·49'12"   W,   and    a   chord  length  of  1 68.88    fee\;   thence  along   \he   arc  of	W,   a  distance  of  34.66   fee\;   \hence  N  3 2"55 '06"   W,   a  dist ance   of  150.92  fee\   to   a  po int   on	of  S  68 "51'53 "  W,  and  a  chord  length  of   4.97   fee\;   \hence  along   \he   arc   of   said  curve   through   a said   curve   through   a   central   angle   of   77"41'03"   for   an  arc   length   of  182.54   fee\   to  \he  point	a   non-tangent   curve   concave   northwesterly,  having   a   rad ius   of   116. 47    fee\,   a chord  bearing	central  angle  of  75·53 ' 55 "  for  an  arc  length   of   5.37  fee\   to   \he  point   of  tangency  \hence  N  72"41'09" of  reverse  curvature   of  a  curve  concave   west erly ,  having   a  rad ius   of   80. 79   fee\,   a  chord	of  N  30"07'16"  E,  and   a  chord  length  of  85.37  fee\ ;   \hence  along  \he  arc  of  said  curve	W, a distance of 61.66 fee\; \hence N 1 8"06 '1 3" E, a distance of 4.49 fee\ to \he Point of Beginning. bearing   of   S  20 "58'14  "   W,   and    a   chord   l ength    of   84.29   fee\;   \hence   along   the   arc   of   said	 through   a   central   ang l e  of   42·  59'53"     for   an   arc   l ength    of   87.40   feet   to   \he  point   of
curve   through   a   central   angle  of  62"53'20"   for  an  arc  length  of  88.68  fee\   to   \he  point  of	compound  curvature  of  a  curve  concave  west erly ,  having  a  rad ius  of   97 .66  fee\,  a  chord	Said lands having an area of 34,253.89 square fee\ or 0.786 acres, more or less.
tangency;    \hence   S   55· 59 ' 35"    W,   a   distance   of   37.68   feet   to   a   point   on  a   non-tangent   curve     bear ing   of  N   14"31'12"     W,   and     a   chord  length   of   76.76   fee\;    \hence   along   the   ar c of   said	SEE SHEET 2 FOR CONTINUATION OF LEGAL DESCRIPTION
concave  southeasterly,  having   a  radius  of  69.78  fee\,  a  chord  bearing  of  S  25·  17'47"   W,  and	curve  through  a  central  angle  of   46"17'02  "   for   an  arc  length  of  78.89  feet   to   \he  point  of
a  chord  len gth   of   73.24   fee\;   \hence   along   \he   arc   of   said  curve   through   a   central ang l e  of	reverse  curvature  of  a  curve  concave  nor theasterly  ,  having  a  radius  of  11 4. 50   feet,  a  chord
63"18'31"   for   an   arc   length   of   77.10   fee\   to   \he  point   of   tangency;   \hence   S  07"59'37" E,  a	bear ing  of  N 23 "42'52"	W,   and    a   chord  length  of  55.20  fee\ ;   \hence   along   \he   arc  of  said	CERTIFICATION:
distance   of  164.10   feet   to   \he  point   of  curvature   of  a   curve  concave  northeasterly, having  a	curve  through   a  central   angle  of  27"53' 42"   for   an  arc  length  of  55.75  fee\   to   the  point  of	hereby state \ha\ \h is Boundary Survey is true and correct to the best of my knowledge and
radius   of   50.00   fee\,   a   chord  bearing  of   S  25"03'16"  E,   and   a   chord  length   of    29.34  fee\;	t angency ;   \hence  leaving   \he   said  boundary  line  of   Trac\  C  N  09 "46'01   "   W,   a distance  of	belief as surveyed in the field under my direction in May, 2016, and that this Boundary Survey
\hence  along   \he   arc   of   said  curve   through   a  central   ang le  of 3 4"07'24"	for   an  arc l ength   of	105.48   feet;   thence  N  14 "17'23"    E,  a   distance   of  75.77   feet;   thence  N  18 "0 6 '13"   E, a  distance	meets the Min imum Technical  Standards  for Florida  Surveyors  and Mappers,  as set  forth  in Chapter 29 .78  fee\  to   \he  point  of  reverse  curvature  of  a  curve  concave  we st er l y,   having  a  radius  of	of 17 . 72 fee\ to the Po int of Beginning.
10 1. 38    feet,   a   chord   bearing   of   S   17"55'27"   E,   an d   a   chord   length    of   82.94 fee\;   \hence	SJ- 17 .05 of the Flor ida A dministrative Code, pursuant to Chap t er 472.027, Florida Statutes .
along   \he   arc   of   said  curve   through   a   central   ang le  of   48"17'28"   for   an   arc   length of  85.45	Sa id  lands  having  an  area  of  971,169.80   square  fee\   or   22.295  acres,   more  or  less. fee\ to the point of reverse curvature of a curve concave east erl y, hav ing a radius of 294.00
LESS   AND EXCEPT :	For   the   firm by;  	
Brian K. Hefner, P.S.M.
SEE  SHEETS  2 OF 5 FOR NOTES	Professional   Surveyor  and  Mapper	SHEET 1-5
Florida License No. 5370	

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2,3,5,7&8	
	PROJECT NO.:150213 .08	

DESCRIPTION CONTINUED FROM SHEET 1:

A  po r ti on of  Trac\  M  Tr ac\  LK-B  and  Village  Drive,  Salivi \ a  Ph ase   I,   as  recorded  in  Pla t   Boak  112,  Pages  1   through  14  of   \he  Public  Records   of Palk County, Flor ida ; be ing mare part icularly described as fallo ws:

Com m ence a\  \he  Northeast  corner  of  Trac\  M;  \ hence  along  \he  North  line  of   Trac\   M  N   72' 46'36 "   W,   a   distance   of  16.96   fee\   \ a   \he   Paint   of Beginn ing ; \hence  S  17"22 ' 52 "  W,  a  distance  of  20.25  fee\;  \hence  S  72"5 1'5  2"  W,  a  distance  of  62 .84  fee\  \ a  \he   point   of  curva ture   of   a  curve concave southeasterly,  having   a   radius   of   60.00   fee\,   a   chord  bearing   of   S   35'  06'05   "   W,   and   a   chord  length   of   73.49   fee\;   \hence   along   \he   arc of said  curve  through  a  centra  l  angle  of  75'  31'35  "  far  an   arc   length   of  79.09   fee\   to   \he  paint   of   tangency;   \hence  S  02' 39 ' 43"  E,  a  distance   of   26.17 fee \ \a \he pain t of cur vature of a curve concave northerly, having a r adius of 65.00 fee\, a chord bearing of S 5 4' 09'16 " W, and a chard
length   of  1 08 . 80    fee\;   \hence  along   \he   arc   of   said  curve   through   a  central  angle  of  113'  37 ' 58" far   an   arc   length   of  1 28 . 91   fee\   to   \he  paint   of	N
reverse curvature of a curve concave southerly, having a radius of 55.00 fee\, a chord bearing of S 85 "55 '10 " W, and a chard length of 46.58 fee\;

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\hence  along  \he  arc  of  said  curve  through  a  central  ang le  of  50' 06 '11"  far  an  arc   length   of  48.10   fee\   to   \he  paint   of  reverse  cur vature   of  a curve  concave  northerly,  having a  rad ius  of  45.00   fee\,   a  chard  bearing  of  S  7 7"38'22 "   W,   and   a  chard  leng th  of   25.97  fee\;   \hence  along  \he  arc of said  curve  through  a  centra  l  angle  of  33'  32'36  "  far  an  arc  length  of  26.34  fee\  \a  \he  poin t  of  compou nd  cur vature  of  a  curve  concave northeasterly ,  havin g  a  radi u s  of  100 .00  fee\ ,  a  chord  bearing  of  N  57"52'23  "  W,  and  a  chard  length  of  93.02  fee\;  \hence  along  \he  arc  of  said curve  through  a  central  angle  of  55'  25 ' 55 "  far  an  arc  leng th  of  96.75  fee\  \ a  \he  point  of  t angency  ;  \hence  N  30' 09 ' 26"   W,   a  distance  of  30.43 fee\  \a  \he  paint  of  cur vature  of  a  curve  concave  south w esterly ,  having  a  r adius  of  52.99  fee\,  a  chard  bearing  of  N  4 4'  48'32  "  W,  and   a  chord length  of  26.81  fee\;   \hence  along   \he   arc  of  said  curve  through   a  central  an gle  of   29' 18 '1 3"   far   an  arc   length  of  27.10  fee\;   \hence  N  17"10'24 " E,  a  distance  of  9.78  fee\  to  \he  North  boundary  line  of  Trac\   LK-B;   \hence   leavin g   said  line  N  17"10'24 "   E,   a   distance   of   206.11   fee\   \a   \he south  back  of  curb  line  of  Vill age  Dr ive  as  it  exists  on  May  26,   2016,  per   \he   aforesaid  plat  of  Soliv i \a   Phase  I   \hence  along  said  back  of  curve line  \he  fallo wing t h irt  een  (13)  courses;  S  72' 49'23"  E,  a  distance  of  150.96  fee\   \a   \he  paint  of  curvature   of   a  curve  concave  southwester l y, having  a  radius  of  3.00  fee\,  a  chord  bearing  of  S  35' 15'21"  E,  and   a  chard  length   of  3.66   fee\;   \hence  along   \he  arc   of  said  curve   through   a central angle of 75' 08'06 " far an arc length of 3.93 fee\ to \he paint of ta n gency ; \hence S 02'18'42 " W, a distance of 5.89 fee\; \hence S
72'54  '12 "  E,  a  distance  of  68.18  fee\;  \hence  N  31'  44'38 "   E,   a  distance   of  5. 48   fee\   to   \he  paint   of  curvature   of   a  curve  concave  southerly, having  a  radius  of  3.00  fee\,  a  chord  bearing  of  N  69'  09 '17"  E,  and  a  chard  length   of  3.65  fee\;   \hence  along   \he   arc   of  said  curve  t hrough   a central angle of 74' 49 '1 8" far an  arc  length  of  3.92  fee\  \a  \he  paint  of  tangency;  \hence  S  73' 26 ' 04 "  E,  a  distance  of  1 2. 20  fee\  \a  \he  paint  of curvature of a curve concave southwesterly, having a radius of 4.00 fee\, a chord bear ing of S 34' 12'19" E, and a chard length of 5.06 fee\ ;
\hence along \he arc of said curve through a central ang le of 78' 27 ' 30 " far an arc length of 5.48 fee\ \a \he point of tangency; \hence S

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05' 01'26 "   W,   a distance   of   4.78   fee\ ;   \hence  S  72' 3 1' 24 "   E,  a  distance   of   67.43   fee\;   \hence  N  29' 1 4'38"     E,   a  distance   of  5.09   fee\   \a   \he   paint   of curvature  of  a  curve  concave  southerly ,  havin g  a  radi u s  of  4.00  fee\,  a  chord  bearing   of   N  68' 16' 1 2 "   E,   and   a  chord  length   of   5.04  fee\;   \hence   along \he arc of said curve through a central angle of 78' 03 ' 08 " far an arc length of 5. 45 fee\ to \he paint of tan gency ; \hence S 72' 42'14" E, a
dis t ance  of  15.73   fee\;   \hence  leaving  \he  back  of  curb  line  S  17"22'52 "  W,   a distance  of  6. 06   fee\   \a   \he  Point of  Beginning.	0

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Said  lan ds  having  an  area  of  68,375 .80   square   fee\  or  1.570   acres ,  mare  or less .	I
WI  TH:    /roe\   AC-4 	II

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CURVE	RADIUS	ARC LENGTH	CHORD LENGTH	CHORD BEARING	DELTA ANGLE	
C1	68.91'	64.15'	61.86'	N70- 19'22"E	53"20'04"	
C2	11o.oo·	119.04'	113.32'	S52"00'25"E	62"00'21"	
C3	4.00 '	6.26'	5.64'	S1T35'49"W	89°37'03"	
C4	6.00 '	4.68'	4.56'	s84·4s•42"w	44·42•42"	
cs	4.00 '	5.23'	4.87'	N3s·25•4o"w	74·54'34"	
C6	4.00 '	5.37'	4.97'	S68"51 '53"W	75·53'55"	
C7	4.00 '	4.96'	4.65'	S3T06'28"E	71·03•10"	
C8	6.00 '	7.41'	6.95'	N71.36'27"E	70·45•01"	
C9	6.00 '	7.83'	7.29'	S35°36'00"E	74·49•05"	
C10	6.00 '	10.42'	9.16'	N5T00'02"E	99°28'48"	
C11	6.00 '	9.37'	8.45'	S28"30'56"E	89·29•15"	
C34	3.00 '	3.93'	3.66'	s3s·1s·21"E	7s·o8'06"	
C35	3.00 '	3.92'	3.65'	N69°09' 17"E	74·49'18"	
C36	4.00 '	5.48'	5.06'	s34·12'19"E	78"27'30"	
C37	4.00 '	5.45'	5.04'	N68"16'12"E	78"03'08"	
C38	60.00'	79.09'	73.49'	s3s·o5•os"w	75·31 •35"	
C39	65.00'	128.91'	108.80'	ss4·09• 16"W	113"37'58"	
C40	55.00'	48.10'	46.58'	s8s·ss·1o"w	so·o5•11"	
C41	45.00'	26.34'	25.97'	S7T38'22"W	33"32'36"	
C42	100.00·	96.75'	93.02'	N5T52'23"W	55·25•55"	
C43	52.99'	27.10'	26.81'	N44°48'32"W	29·18'13"	

    NOTES: 
Bearings  shown  her eon  are   based  on  the  Nor t h  r ight   of   way  line  of   Village  Drive,  as  being  South 72' 46'36 East, per Soli vi\a Phase 1, Pl at Boak Book 112, Pages 1- 14.

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No underground improvements or utilities have been located except as shown.

This survey is not valid without the signature and the  original  r aised  seal  of  a  Flor ida  licensed Professional Surveyor and Mapper.

This survey was performed witahut the benefit of a commitment of titl e. No search of the public
records was made by Carnahan, Proctor and Cross, Inc. The r e may be additional documents of record
ng this property  th at  are  not  shown  an  t his  suvey  tha t  may  be  found  in  the  publi c  records  of nty, Florida.

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LINE	BEARING	DISTANCE	
L1	N17°22'52"E	20.25'	
L2	S72"51'52"W	62.84'	
L3	S02"39'43"E	26.17'	
L4	N30°09'26"W	30.43'	
L5	S02"18'42"W	5.89'	
L6	s31·44•3s"w	5.48'	
L7	N72"54'12"W	68.18'	
LB	S73"26'04"E	12.20'	
L9	so5·01 •25"w	4.78'	
L10	N72°31 '24"W	67.43'	
L11	s29·14•3s"w	5.09'	
L12	S72"42'14"E	15.73'	
L13	S2T12'43"E	13.54'	
L14	S62"24'20"W	38.10'	
L15	S72"52'57"E	92.56'	
L16	S02"01'36"W	5.55'	
L17	S72"42'40"E	88.83'	
L18	s30·24•55"w	4.92'	
L19	N72°41 '09"W	61.66'	
L20	N18·05'13"E	17.72'	
L21	S72"42'14"E	14.15'	
L22	No1·34•54"w	5.59'	
L23	S72"37'58"E	22.70'	
L24	N36°13'26"E	4.08'	
L25	S73"00'33"E	35.64'	
L26	No1·48'33"E	3.83'	
L27	S73"11 '04"E	111.01'	
L28	S73"15'34"E	24.02'	
L29	N72°46'36"W	7.65'	

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SHEET 2-5	2,3,5,7&8
PROJECT  NO.: 150213.08

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CURVE	RADIUS	ARC LENGTH	CHORD LENGTH	CHORD BEARING	DELTA ANGLE	
C1	68.91'	64.15'	61.86'	N70" 19'22"E	53"20'04"	
C2	110.00'	119.04'	113.32'	S52"00'25"E	62"00'21"	
C3	4.00'	6.26'	5.64'	S1T35'49"W	89"37'03"	
C4	6.00'	4.68'	4.56'	s54·45•42"w	44·42•42"	
C5	4.00'	5.23'	4.87'	N35"25'40"W	74·54'34"	
C6	4.00'	5.37'	4.97'	S68"51 '53"W	75·53'55"	
C7	4.00'	4.96'	4.65'	S3T06'28"E	71·03•10"	
C8	6.00'	7.41'	6.95'	N71"36'27"E	70"46'01"	
C9	6.00'	7.83'	7.29'	S35"36'00"E	74·49'05"	
C10	6.00'	10.42'	9.16'	N5T00'02"E	99"28'48"	
C11	6.00'	9.37'	8.45'	S28"30'56"E	89"29'16"	
C36	4.00'	5.48'	5.06'	s34·12'19"E	78"27'30"	
C37	4.00'	5.45'	5.04'	N68"16'12"E	78"03'08"	
C38	60.00'	79.09'	73.49'	S35"06'05"W	75·31'35"	

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OVERALL: A=118.60' R=151.00'
D=45"00'03" ICB=S50" 16'35"E

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LINE	BEARING	DISTANCE	
L1	N1T22'52"E	20.25'	
L2	S72"51 '52"W	62.84'	
L8	S73"26'04"E	12.20'	
L9	so5·01 •25"w	4.78'	
L10	N72"31'24"W	67.43'	
L11	S29"14'38"W	5.09'	
L12	S72"42'14"E	15.73'	
L13	S2T12'43"E	13.54'	
L14	S62"24'20"W	38.10'	
L15	S72"52'57"E	92.56'	
L16	S02"01 '36"W	5.55'	
L17	S72"42'40"E	88.83'	
L18	S30"24'55"W	4.92'	
L19	N72"41'09"W	61.66'	
L20	N18°06' 13"E	17.72'	
L21	S72"42'14"E	14.15'	
L22	No1·34'54"w	5.59'	
L23	S72"37'58"E	22.70'	
L24	N36" 13'26"E	4.08'	
L25	S73"00'33"E	35.64'	
L26	N01"48'33"E	3.83'	
L27	S73" 11 '04"E	111.01'	
L28	S73"15'34"E	24.02'	
L29	N72"46'36"W	7.65'	

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2,3,5,7&8
PROJECT  NO.:150213.08

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2,3,5,7&8	
	PROJECT NO.: 150213.08	

CURVE	RADIUS	ARC LENGTH	CHORD LENGTH	CHORD BEARING	DELTA ANGLE	
C12	71.09'	33.06'	32.76'	N1a·29•23"w	26°38'34"	
C13	50.00'	13.12'	13.09'	N39°19'51 "W	15·02·21"	
C14	84.02'	100.44'	94.56'	Na1·05•39"w	68°29'15"	
C15	134.63'	182.54'	168.88'	s25·49•12"w	77°41'03"	
C16	80.79'	88.68'	84.29'	s2o·sa•14"w	62°53'20"	
C17	69.78'
.	77.10'
.	73 .24'
.	s25·17•47"w	63°18'31"	
C30	100.00'	48.51'	48.04'	N04°51 '48"W	27°47'48"	
				25'46"E	45·20'38"	
				17'48"E	26°04' 4,,7',/	

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51.56' N64"44'04''W
46.63'
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			GTH	CHORD LENGTH	CHORD BEARING	DELTA ANGLE	
			84.29'	S20"58'14"W	52 · 53• 20 "	
			73.24'	S25" 17' 47"W	53 · 13•  3 1"	
			29.34'	S25"03'16"E	34·07' 24"	
			82.94'	S1T55'27"E	48"17'28"	
			122.00·	S08"03' 43"E	23·55'59 "	
			49.07'	S40"51 '50"E	41· 39' 29 "	
			9.47'	S25"23'05"E	72· 34' 49 "	
			36.05'	S34"04' 42"E	90-00'00"	
			36.05'	N55· 55• 1s "E	90-00'00"	
			9.21'	N46.03'38"E	70- 16' 40"	
			70.66'	N43"40'11 "E	75·03'35"	
			45.22'	N03"13'17"W	18"43'20"	
			77.15'	N0T45'42"W	9·33'30"	
			123.1o·	No4· 45'55"E	15· 24' 44"	
			48.04'	N04.51 '48"W	27"47'48"	

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LOCATION

2,3,5,7&8
PROJECT  NO.: 150213.08

Palms Amenity Complex

A-3

PALMS AMENITY

LOCATION

9
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Rainbow Lakes #1 Community Pool & Cabana

A-4

RAINBOW LAKE AMENITY #1

LOCATION

10
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Rainbow Lakes #2 Community Pool & Cabana

A-5

RAINBOW LAKE AMENITY #2

LOCATION

11
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Candlewood Community Pool & Cabana

A-6

			

 	

						

						

CANDLEWOOD AMENITY

˚

˚

˚

˚

˚

˚

˚

˚

˚

˚

˚

˚

˚

LOCATION

12
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Capri Community Pool & Cabana

A-7

CAPRI AMENITY

LOCATION

13
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Terra Vista #1 Community Pool & Cabana

A-8

TERRA VISTA AMENITY #1

LOCATION

14
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Terra Vista #2 Community Pool & Cabana

A-9

TERRA VISTA AMENITY #2

LOCATION

15
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Flora Vista #1 Community Pool & Cabana

A-10

FLORA VISTA AMENITY #1

˚

˚

˚

˚

˚

LOCATION

16
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Flora Vista #2 Community Pool & Cabana

A-11

FLORA VISTA AMENITY #2

˚

˚

˚

˚

˚

LOCATION

17
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Lago Vista Community Pool & Cabana

A-12

LAGO VISTA AMENITY

LOCATION

18
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Venezia Facility/Two (2) Tennis Courts, Community Pool & Cabana

A-13

VENEZIA AMENITY

LOCATION

19
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Bella Vianna Pool & Cabana

A-14

BELLA VIANA AMENITY

”

”

”

”

”

”

”

LOCATION

20
PROJECT NO.: 150213.08

CARNAHAN PROCTOR CROSS, INC.
CONSULTING ENGINEERS SURVEYORS PLANNERS
700 North Wickham Road, Suite 107, Melbourne, FL 32935
PHONE: (321)241-6909 FAX: (321)241-6910
Certificate of Authorization: LB2936 www.carnahan-proctor.com

BOUNDARY SURVEY
FOR
SOLIVITA CLUB, POLK COUNTY, FL

Solivita Club Phase 5 Proposed

A-15

PHASE 58  PROPOSED  AMENITY PARCEL
N
   LEGEND AND ABBREVIATIONS:	@ = WATER METER
U.E.  = UTIUTY EASEMENT	[] = ELECTRICAL BOX
D.E. = DRAINAGE EASEMENT
P.B. = PLAT BOOK	@ = SANITARY SE\11:R STUB-OUT
PG.  = PAGE	)?:   = LIGHT POLE	J
R/W = RIGHT-OF-WAY
S.W.  = CONCRETE SIDEWALK	@ = CLEAN-OUT
LB = LICENSE BUSINESS	WV
TRACT   LS-1	C.M. = CONCRETE MONUMENT	l><I = WATER VALVE	@
un STATION
TRACT	®  = FOUND NAIL & DISK PCP LB 7153	IT] = TELEPHONE PEDESTAL
g;g	E	e    = FOUND  5/8" IRON  ROD  LB  7153	=  TRAFFIC  SlGN
■ = FOUND 4•x 4• CONCRETE MONUMENT PRM LB 7804 [l;J = CABLE TELEV1SION BOX
"E /	f

18 ' 29 "	0	100	200
' 15 "E	I	I	I
60'
1 " = 100'
TRACT F0-1

149 .72 '	POINT OF COMMENCEMENT
.oo·	NE CORNER,
17 · 54• 3 1 "	SOLIVITA PHASE 5F
1 ' 14"E	PLAT BOOK 157 , PAGES 33-47
149 . 11 '	w
D= 95. 35'30  " •	zC)
CB =N09·  10• 4 8 W A= 2 1 9.    1 6 '	w	A= 287 .52 '

LANDSCAPE ANO SlGNAGE
    NOTES:	 LEGAL DESCRIPTION: 
Tract FD-2 of the plat of Solivita Phase 5B as currently proposed as of May 25, 2016; being a portion of
Poinciana Neighborhood 1 East Village 4, as recorded in Plat Book 56, Pages 25 through 31 of the Public Records
Bearings   shown  hereon   are  based  on  the  North  right  of  way	of Polk County, Florid a; being more particularly described as follows:
line of Village Center Road, as being North 87"23'58 West ,
assumed    per   the   proposed   plat   of   Solivita  Phase   56.	Commence    at    the   Northwest    corner   of   Solivita   Phase   SF,   as    recorded   in   Plat   Book   157,   Pages   33    through 47  of	 	CERTIFICATION : 
the Public Records of Polk County, Florida; thence along the West line of Solivita Phase SF run S 02"51'55" W, a
No  underground  improvements  or  utilities  have been located	distance of 10.00 feet to a point on the proposed north right  of  way  line  of  Village  Center  Road;  said  point  being except as shown.	on a non-tangent curve concave Southerly, having a radius of 805.00 feet, a chord bearing of S 8 2"37' 59 " W,
and    a  chord  length   of   285.99   feet;   thence   al ong   the   North  right   of  way  line   the   followin g   three  courses;   run	I hereby state that this Boundary Survey is true
This   survey   is   not    valid   without   the   signature and  the	along   the   arc   of   said  curve   through   a   central   angle   of   20·27'57"   for   an   arc   length   of   287.52   feet   to   the point  of	and correct to the best  of  my knowledge  and original   raised   seal   of   a   Florida   licensed Professional   Surveyor	compound   curvature   of   a   curve   concave  northerly,  having   a   radius   of   791. 00   feet,   a   chord  bearing   of  S  82"30'03"	belief as surveyed in the field under my direction in and  Mapper.	W, and a chord length of 277.42 feet; thence along the arc of said curve through a central angle of 20·11 '58"
for  an   arc   length   of   278.87   feet   to   the  point   of   tangency;    thence   S  02"36'02"   W,   a   distance   of   55.03 feet  to	May, 2016, and that this Boundary Survey meets
This   survey   was   performed   without   the   benefit of  a	the  Point  of  Beginning;   thence  con t inue   along  the  North  right  of  way  lin e  the   following  two  courses;   run  N	the Minimum Technical Standards for Florida
commitment   of   title.  No  search   of   the   public records  was	87"23'58" W, a distance of 518.24 feet to the point of curvature of a curve concave nort herly, having a radius of
made   by   Carnahan,   Proctor   and   Cross  ,   Inc.   There may   be	415.00   feet ,   a   chord  bearing   of  N  72· 15' 75  "    W,   and    a  chord  length   of   216 . 62   feet ;   thence   along   the   arc   of  said	Surveyors and Mappers, as set forth in Chapter
additional    documents    of   record    affecting    this   property that   are	curve through   a   central   angle  of   30·15 ' 25 "   for   an  arc   length   of   219 .16   feet   to   the  point   of  compound  curvature	SJ- 17.05 of the Florida Administrative Code, not   shown   on   this   survey   that   may  be  found   in the  public	of  a  cur ve  concave  easterly,  hav in g  a  radius  of  21. 00   feet ,  a  chord  bearing  of  N  09·20'45"  W,  and    a  chord  length	pursuant to Chapter 472.027, Florida Statutes. records   of  Polk   County,   Florida.	of   31.11   f eet ;   thence   along   the   arc   of   said   curve   through   a   central   angle   of   95·  35'30"    for   an   arc   length   of   35.04
feet to the point of t an gency ; thence N 38 "26 ' 57" E, a distance of 251. 89 feet to the point of curvature of a
curve  concave  northwesterly,  having  a  radius  of  600.00  feet,  a  chord  bearing   of   N   34·05'43"   E,   and   a   chord length  of  90.75  feet;  thence  along   the   arc   of   said  curve  through   a  central   angle  of   08.40'29"   for  an   arc   length of 90.84 feet to the point of t an gency ; thence S 63 "15' 31" E, a distance of 115.14 feet; thence S 83"26'12" E, a
distance   af   355.67   feet;   thence  N   90·00•  00   "   E,   a   distance   of   64.45   feet ;   thence  S  oo·oo'OO"  W,   a   distance   of
10.93  feet  to   the  point   of   curvature   of   a   curve   concave   easterly,   having   a  radius   of   250.00   feet,   a   chord   bearing of S 07"39'15" E, and a chord length of 66.60 feet; thence along the arc of said curve through a central angle of   15·  75  '29   "    for	an     arc	length   of   66.79   feet   to   the   point   of  reverse   curvature  of   a   curve   concave   westerly,   having a radius of 479.00 feet, a chord bearing of S 05·21'14" E, and a chord length of 149.11 feet; thence al ong the
arc   of   said  curve   through   a   central   angle   of  17"54'31"   for   an   arc   length   of  149.72   feet   to   the   point  of  tangency;	For  the  firm by;   	
thence   S  02·35'02"   W,   a   distance   of   55.03   feet   to   the  point   of  curvature   of  a   curve   concave  nor therly ,  having  a	Brian K. Hefner, P. S.M.
radius   of   21. 00   feet ,   a   chord  bearing   of   S   4 7"36 '0 2"   W,   and     a   chord   length   of   29.70   feet;   thence   along the   arc	Professional Surveyor and Mapper
of   said  curve  through   a  central   angle  of  90·00·00"   for  an  arc   length  of  32.99  feet  to   the  Point  of   Beginning .	Florida License No. 5370
Said lands having an area of 211,477.42 square feet or 4.855 acres, more or less.	

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21	
	PROJECT NO.:150213.08	

Appendix B – Opinion of Costs

B-1

Opinion of Costs
Solivita Proposed Improvements

Facility	Approximate Cost	
Proposed Performing Arts Building	$	6,960,000	
Proposed Health and Wellness Complex (Phase 5)	$	3,120,000	
Reconstructed Mosaics Restaurant and Starlight Ballroom	$	1,190,000	
Reconstructed Waterfront Café and Arts and Crafts REMODEL	$	660,000	
Sub-total	$	11,930,000	
20% Contingency and other Soft Costs	$	2,386,000.00	
Sub-total	$	14,316,000	

The CDD Boards have not yet approved any specific construction or reconstruction activities.
It is currently proposed that $11.2 million from the proceeds of the Special Assessment Bonds will fund the construction and/or reconstruction of all or a portion of the improvements listed above. It is anticipated that the CDD Boards will continue to refine both the components comprising the improvements to be funded with the Special Assessment Bonds and the cost estimates set forth above.

Space/Element	Units	Unit Price	Quantity	Cost	
	
Proposed Performing Arts Building	
	
Lobby/Prefunction	SF	$	250.00	1900	$	475,000	
Auditorium	SF	$	250.00	5500	$ 1,375,000	
Stage	SF	$	250.00	1300	$	325,000	
Greenrooms / Storage	SF	$	200.00	2400	$	480,000	
Stage Storage	SF	$	200.00	800	$	160,000	
Music Practice	SF	$	220.00	450	$	99,000	
General Storage	SF	$	200.00	450	$	90,000	
Lifestyles offices	SF	$	250.00	800	$	200,000	
Restrooms (grossing factor 25%)	SF	$	250.00	3400	$	850,000	
Covered Areas	SF	$	220.00	3700	$	814,000	
					
Subtotal	$ 4,868,000	
Design Soft Costs	7%	$	340,760	
Subtotal	$ 5,208,760	
	
New furniture	LS	$	350,000.00	1	$	350,000	
New AV System, Sound, Lights, Curtains	LS	$	250,000.00	1	$	250,000	
New food service	LS	$	42,000.00	1	$	42,000	
Site Work (% of Building)	20%	$ 1,041,752.00	1	$ 1,041,752	
					
Subtotal	$ 1,683,752	
Design Soft Costs	4%	$	67,350	
Subtotal	$ 1,751,102	
					
TOTAL	$ 6,959,862	
	
Proposed Health and Wellness Complex (Phase 5)	
	
Lobby	SF	$	185.00	300	$	55,500	
Spinning	SF	$	185.00	1200	$	222,000	
Storage	SF	$	185.00	400	$	74,000	
Restrooms (grossing factor)	SF	$	185.00			
Fitness Equipment Room	SF	$	185.00	2400	$	444,000	
Aerobics Studio	SF	$	185.00	1500	$	277,500	
Exercise restrooms and locker rooms (grossing factor)	SF	$	185.00			

Staff Office	SF	$	185.00	400	$	74,000	
Grossing factor (25%)	SF	$	185.00	1550	$	286,750	
Covered Areas	SF	$	185.00	600	$	111,000	
Pavilion #1 (open)	SF	$	175.00	500	$	87,500	
Trash Enclosure	SF	$	185.00	200	$	37,000	
					
Subtotal	$ 1,669,250	
					
Tennis Courts	EA	$	50,000.00	2	$	100,000	
Pickle Ball Courts	EA	$	25,000.00	6	$	150,000	
Pool Lap (1/2 olympic), 4 lanes	LS	$	350,000.00	1	$	350,000	
Pool Deck	LS	$	175,000.00	1	$	175,000	
Spa	LS	$	20,000.00	1	$	20,000	
Parking	SP	$	1,500.00	150	$	225,000	
Bocce	EA	$	37,500.00	2	$	75,000	
Racquetball/Handball	EA	$	30,000.00	2	$	60,000	
Landscape	LS	$	150,000.00	1	$	150,000	
					
Subtotal	$ 1,305,000	
Design Soft Costs	7%	$	91,350	
Subtotal	$ 3,065,600	
	
New furniture/lockers	LS	$	42,500.00	1	$	42,500	
New AV System	LS	$	12,000.00	1	$	12,000	
					
Subtotal	$	54,500	
					
TOTAL	$ 3,120,100	
	
Reconstructed Mosaics Restaurant and Starlight Ballroom	
	
Restaurant interior upgrades	SF	$	40.00	2436	$	97,440	
Lighting upgrades	SF	$	10.00	4230	$	42,300	
Lobby bar	SF	$	200.00	170	$	34,000	
Remodel porch to permanent structure	SF	$	125.00	1623	$	202,875	
Minor kitchen upgrades	SF	$	45.00	1837	$	82,665	
Remodel area to kitchen	SF	$	80.00	600	$	48,000	
New addition kitchen	SF	$	175.00	1000	$	175,000	
					
Subtotal	$	682,280	
Design Soft Costs	7%	$	47,760	
Subtotal	$	730,040	
	
New kitchen equipment	SF	$	225.00	1000	$	225,000	
New bar equipment	SF	$	125.00	170	$	21,250	
Remodel food service	SF	$	125.00	600	$	75,000	
New furniture upgrades	LS	$	33,500.00	1	$	33,500	
New AV Sound (lights below)	LS	$	5,000.00	1	$	5,000	
					
Subtotal	$	359,750	
					
Ballroom Remodel finishes only	SF	$	12.00	6350	$	76,200	
Ornamental Lighting	LS	$	20,000.00	1	$	20,000	
					
Subtotal	$	96,200	
Soft Costs	4%	$	3,848	
Subtotal	$	100,048	

TOTAL	$ 1,189,838	
	
Reconstructed Waterfront Café and Arts and Crafts REMODEL	
	
1st Floor Bistro (Seating and Kitchen)	SF	$	60.00	2100	$	126,000	
New Kitchen	SF	$	175.00	700	$	122,500	
New outdoor furniture	SF	$	2.67	7500	$	20,000	
Computer room to Library	SF	$	35.00	842	$	29,470	
					
Subtotal	$	297,970	
Design Soft Costs	7%	$	20,858	
Subtotal	$	318,828	
	
New decorative lighting	LS	$	10,000.00	1	$	10,000	
New restaurant furniture	LS	$	30,000.00	1	$	30,000	
New kitchen equipment	SF	$	200.00	700	$	140,000	
New AV Sound	LS	$	2,500.00	1	$	2,500	
					
Subtotal	$	182,500	
Soft Costs	4%	$	7,300	
Subtotal	$	189,800	
					
Bell Tower Remodel	SF	$	195.00	400	$	78,000	
					
Subtotal	$	78,000	
Design Soft Costs	7%	$	5,460	
Subtotal	$	83,460	
	
New decorative lighting	LS	$	3,500.00	1	$	3,500	
New restaurant furniture	LS	$	9,000.00	1	$	9,000	
New kitchen equipment	SF	$	125.00	400	$	50,000	
New AV Sound	LS	$	2,500.00	1	$	2,500	
					
Subtotal	$	65,000	
Soft Costs	4%	$	2,600	
Subtotal	$	67,600	
					
TOTAL	$	659,688	

Appendix C – Solivita Fitness Sample Renderings

C-1