TAPESTRY
COMMUNITY DEVELOPMENT DISTRICT SUPPLEMENTAL ENGINEER'S	REPORT

February 3, 2016

PREPARED FOR:
TAPESTRY COMMUNITY DEVELOPMENT DISTRICT

PREPARED BY:

PO U LO S	&	BENN ETT

Poulos & Bennett No. 13-108.01

www.poulos andbennett.com Engineering Business Number 28567
Table of Contents Narrative

Introduction
Location &General Description
District Purpose and Scope
Description of Land Use
Governmental Actions
Infrastructure Benefit
Infrastructure Improvements
Description oflnfrastructure
Roadway Improvements
Stormwater Management
Potable Water Distribution System
Reclaimed Water Distribution System
Sanitary Sewer System
Landscaping
Professional and Inspection Fees
Construction Schedule
Ownership & Maintenance
Road Rights-of-Way, Stormwater Management Ponds & Other Open Spaces
Estimate of Probable Capital Improvement Costs
Conclusions and Summary Opinion
Appendix

Exhibit 1

Exhibit 2

Exhibit 3

Exhibit 4

Exhibit 5 Exhibit6 Exhibit 7
Exhibit 8

Exhibit 9

Exhibit 10

Exhibit 11

Exhibit 12
Location Map Vicinity Map
District Boundary Map

Legal Description ofCDD Boundary Offsite Roadway Improvements Map Stormwater Management  Map Water Distribution System Map
Reclaimed Water Distribution System Map Sanitary Sewer System Map
District Land Use Map Permit Status
Phase 1 Development Map

ii

Introduction
Location and General Description.
Tapestry (the "Development") is a mixed-use residential project located within Sections 8 and 18, Township 25 South, Range 29 East, City ofK.issimmee, Osceola County, Florida,. The project is located at the southeast comer of the intersection of Dyer Boulevard and Carroll Street. (See Exhibits 1 &2).

The Tapestry Community Development District (the "District") will consist of the portion of property known as Parcel 8 which includes approximately 242.30 acres (see Exhibits 3, 4, and 10).

District Purpose and Scope
The District was established for the purpose of financing, acquiring or constructing, maintaining and operating a portion of the infrastructure necessary for community development within the District. The purpose of this report is to provide a description of the infrastructure improvements to be financed by the District. The District will finance, acquire and/or, construct, operate, and maintain certain infrastructure improvements that are needed to serve the Development. A portion of the infrastructure improvements will be financed with the proceeds of bonds issued by the District.

The proposed infrastructure improvements, as outlined herein, are necessary for the functional development of the District as required by the applicable independent unit oflocal government.

Description of Land Use
The lands within the District encompass 242.30 acres. The approved land uses within the District include the following areas:

Proposed Development	Approximate Acres	
Residential	225.38	
Conservation Area	16.92	

The development program allows construction of 1,027 residential unit s. The development program is further described in the table below. The Phase 1 infrastructure improvements includes approximately
69.24 acres of developable area with 182 residential units.

Z:\2012\12-068 Mattamy Homes - Bronson Parcel 8\CDD\2016-0 2-03 Tapestry Parcel 8 Engineering Repo rt.doex

PRODUCT	PHASE	DEVELOPMENT TOTAL							
	1	2	3	4	5	6			
TOWNHOME	20'	52	102	0	28	48	0	230	
REAR- LOADED	
40'	
4	
21	
0	
0	
0	
0	
25	

FRONT- LOADED	40'	46	58	5	60	7	53	229	
	45'	23	34	12	29	43	77	218	
	50'	36	21	65	25	23	26	196	
	60'	21	19	20	20	24	25	129	
TOTAL # OF UNITS	182	255	102	162	145	181	1027		

Governmental Actions
A Comprehensive Plan Amendment, which changed the land use from Medium and High-Density Residential, Commercial and Industrial to Mixed-Use, was approved on August 15, 2005.

Planning and Engineering for the Development are in progress. The following permits are required for the Development:

City of Kissimmee
Preliminary Plat
Dewatering
Mass Grading
Final Engineering Construction Plan Approval
Final Plat

South Florida Water Management District
Environmental Resource Permit
Mass Grading/Master Stormwater Construction
Final Engineering for Onsite Improvements
Water Use Permit (Dewatering)
Mass Grading/Master Storm
Final Engineering for Onsite Improvements

Toho Water Authority
Final Engineering Construction Plans -Water and Reclaim \Water Distribution Systems
Final Engineering Construction Plans - Sanitary Sewer System

Florida Department of Environmental Protection (FDEP)
Water Distribution System
Sanitary Sewer System

2
Z:\2012\12-068 Mattamy Homes - Bronson Parcel 8\CDD\2016-02-03 Tapestry Parcel 8 Engineering Report.docx
Please refer to Exhibit 11 for a detailed summary of the permit status. It is our opinion that there are no technical reasons existing at this time which would prohibit the implementation of the plan for Development as presented herein and that all permits not issued, which are necessary for the Development to proceed, will be obtained during the ordinary course of development.

Infrastructure Benefit
The District will fund, maintain and operate public infrastructure yielding two types of public benefits. These benefits include:

Project wide public benefits
Incidental public benefits

The project wide public benefits are provided by infrastructure improvements that serve all lands in the District. These public infrastructure improvements include construction of the master stormwater management system, the sanitary sewer, potable water, and reclaimed water mains, perimeter landscape and irrigation improvements and Carroll Street intersection improvements.

Incidental public benefits include those benefits received by the general public who do not necessarily reside or own land within the District. The general public will benefit from the improvements provided by the District including the water, sewer, and reclaimed water main extensions along Dyer Boulevard and Carroll Street; and intersection improvements at the project entrances.

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 being developed, the construction and maintenance of the proposed infrastructure improvements are necessary and will benefit the property for the intended use as a residential community. As noted, the District can construct, acquire, own, operate and/or maintain any or all of the proposed infrastructure. As noted earlier, Mattamy Homes, or other party/parties, ("Developer") will construct and fund the infrastructure not funded by the District.

Infrastructure Improvements  
The District infrastructure will connect and interact with the adjacent offsite roads, stormwater management systems, potable water, reclaimed water, and sewer systems. The proposed infrastructure improvements addressed by this report include elements internal and external to the Development. The elements include the master stormwater management and drainage systems, offsite roadway improvements, landscaping, street lighting, pavement markings and signage, as well as potable and reclaimed water main and sewer extensions required to provide utility service to the District. Detailed descriptions of the proposed infrastructure are provided in the following sections. Section 8, Estimate of Probable Capital Improvement Costs, details our opinion of probable construction cost for the proposed District infrastructure improvements and the Phase 1 infrastructure improvements.

Description of Infrastructure
Roadway Improvements
Carroll Street is an existing two (2) lane roadway that is owned and maintained by the City of Kissimmee.   The proposed  improvements  will include connecting the proposed  development  to the

3
Z:\2012112-068 Mattamy Homes - Bronson Parcel 8\CDD\2016-02-03 Tapestry Parcel 8 Engineering Report.docx
existing pavement. As part of the development, the City will collect Mobility Fees for the Parcel 8 development, based on the number of dwelling units proposed. The Mobility Fee is collected to offset regional off-site roadway improvements needed to accommodate the increases traffic created by the development. The Mobility Fee is included within the CDD improvements. Exhibit 5, Offsite Roadway Improvements Map, provides a graphical representation of the proposed improvements.

Stormwater Management
The property, in its previously undeveloped condition, consisted primarily of pasture, with a system of interconnected wetlands that naturally discharge offsite. The majority of stormwater runoff from the site discharges to North Thacker Avenue and ultimately into Shingle Creek. A portion of the site discharges to the south into a conveyance system with an eventual outfall to Shingle Creek.

The District will fund a portion of the acquisition of the master stormwater management system for the proposed development. This system is made up of wet detention stormwater treatment ponds, control structures, spreader swales, inlets, manholes and storm pipes. The proposed ponds and outfall structures have been designed to provide water quality treatment and attenuation in accordance with the City of Kissimmee and South Florida Water Management District regulations. The stormwater management system has been designed to accommodate on-site runoff in addition to offsite flows which have historically entered the project site. Exhibit 6, Stormwater Management Map, provides a graphical representation of the proposed stormwater management system.

Pursuant to Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) panels no. 12097C 00600 dated June 18, 2013, the project lies within Zone X, area of minimal flooding.

Potable Water Distribution System
Potable water service for the development will be provided by Toho Water Authority ("TWA"). An existing 20-inch potable water main runs along Dyer Boulevard from the north and terminates at the Carroll Street intersection; a 12-inch potable water main runs along Dyer Boulevard from the south and terminates at the intersection of Donegan Avenue; and a 12-inch water main runs along Thacker Avenue. An 8-inch potable water main extension will be constructed running along the south side of Carroll Street from Dyer Boulevard to the western portion of the District as part of the development. Water main connections will also be constructed to the existing water mains along Dyer Boulevard and Thacker Avenue. As part of Phase 1 construction, TWA requested that the proposed 8-inch water main extension along Carroll Street from Dyer Boulevard to be upsized to a 16-inch water main. The cost of the water main upsize was reimbursed by TWA.

As part of the development, the TWA will collect a Potable Water Impact Fees for the development, based on the number of dwelling units proposed. The Potable Water Impact Fee is collected by TWA to offset regional off-site distribution and treatment plant capital costs. In addition to the offsite improvements, the on-site distribution system and Potable Water Impact Fees are included within the District improvements. Exhibit 7, Water Distribution System Map, provides a graphical representation of the proposed extensions.

4
Z:\2012\12-068 Mattamy Homes - Bronson Parcel 8\CDD\20 I6-02-03 Tapestry Parcel 8 Engineering Report.docx
Reclaimed Water Distribution System
Reclaimed water service for the development will be provided by TWA. An existing 30-inch reclaimed water main runs south along Dyer Boulevard and through the Dyer Boulevard Extension right-of-way. An 8-inch reclaimed water main extension running along the south side of Carroll Street from Dyer Boulevard to the western portion of the District will be constructed as part of the development as well as a connection to the existing reclaimed water main at the Dyer Boulevard entrance. In addition to the offsite improvements, the on-site distribution system is included within the District improvements. Exhibit 8, Reclaimed Water Distribution System Map, provides a graphical representation of the proposed system.

Sanitary Sewer System
Sanitary sewer service for the development will be provided by TWA. An existing 24-inch sewer forcemain runs south along Dyer Boulevard and through the Dyer Boulevard Extension right-of-way. The District will fund construction of one connection to the existing forcemain. As part of the development, the TWA will collect a Sanitary Sewer Impact Fees for the development, based on the number of dwelling units proposed. The Sanitary Sewer Impact Fee is collected by TWA to offset regional off-site distribution and wastewater treatment plant improvements. In addition to the offsite improvements, the on-site collection system and Sanitary Sewer Impact Fees are included \vithin the District's improvements. Exhibit 9, Sanitary Sewer System Map, provides a graphical representation  of the proposed system.

Landscaping
A perimeter landscape buffer will be constructed in addition to the sod that will be placed on the banks of the proposed stormwater ponds. With the exception of seed, mulch, and sod used for stabilization, no landscaping will be placed on the banks of the ponds. A perimeter wall will be constructed on a portion of the District boundary as required by the City of Kissimmee Land Development Code (LDC). The wall will be required along the adjacent existing roadways for Thacker Avenue, Carroll Street, and Dyer Boulevard Extension.

Professional and Inspection Fees
In order to design, permit, and construct the proposed development, professional services are required by various consultants. The consultants required are: civil engineer, geotechnical, planner, environmental, surveying, legal, and landscape. During construction, the various agencies will observe and inspect the project. Each of the agencies will charge an Inspection fee to cover the costs associated with an inspector visiting the site to observe construction progress and confirm that the project is constructed in accordance with their code. The Professional Services and Inspections Fees are included in the District improvements.

Construction Schedule
As of this date, a portion of the local municipality and agency permits required for construction have been obtained. All of the permits for the Master Stormwater System, Mass Grading, and Phase 1 Infrastructure improvements have been obtained and Phase 1 construction is near completion. It is estimated that construction of the Phase 1 infrastructure will be completed in March or April 2016. Phase 1 construction includes the master infrastructure items necessary for the development such as the stormwater ponds (Ponds 1 and 5); lift station; Carroll Street and Dyer Boulevard entrance

5
Z:\2012\12-068 Mattamy Homes - Bronson Parcel 8\CDD\2016-02-03 Tapestry Parcel 8 Engineering Report.docx
improvements; and a majority of the utility connections (See Exhibit 11 for Permit Status).

Ownership and Maintenance

Proposed District Funded Infrastructure Improvements
Ownership	Maintenance
Onsite Stormwater Management System
Carroll Street and Dyer Blvd Entrance Improvements Perimeter Landscape and Irrigation
CDD
City CDD
CDD
City CDD
Potable Water Distribution System Sanitary Sewer System
Reclaimed Water Distribution System
Toho Water Auth. Toho Water Auth. Toho Water Auth.
Toho Water Auth. Toho Water Atlth. Toho Water Auth.

Road Right-of-Wav. Stormwater Management Ponds. and Other Spaces
Real property interests for lands within the District needed for construction, operation, and maintenance of District funded facilities will be dedicated by the Developer to the District or other public entity at no cost.

Estimate of Probable Capital Improvement Costs
District:

Facility	Estimated Cost	
Stormwater Management System	$2,636,000.00	
Off-site Transportation Improvements*	$3,663,254.04	
Perimeter Landscaping/Irrigation	$ 650,000.00	
Potable Water Distribution System***	$6,069,804.00	
Sanitary Sewer System***	$5,607,000.00	
Reclaimed Water Distribution System**	$1,223,235.00	
Professional Fees and Contingencies	$ 787,000.00	
Total Cost oflnfrastructure Construction	$20,636,293.04	
Phase 1:		
Facility	Estimated Cost	
Stormwater Management System	$1,758,831.94	
Off-site Transportation Improvements*	$ 649,184.26	
Perimeter Landscaping/Irrigation	$ 325,000.00	
Potable Water Distribution System***	$ 965,839.14	
Sanitary Sewer System***	$1,885,301.13	
Reclaimed Water Distribution System**	$ 310,116.92	
Professional Fees and Contingencies	$ 331,000.00	
Total Cost of Infrastructure Construction	$6,225,273.39	

6
Z:\2012\12-068Mattamy Homes - Bronson Parcel 8\CDD\2016-02-03 Tapestry Parcel 8 Engineering Report.docx
obitity Fees Only
**Includes TWA Inspection Fees (2%)
***Includes both Impact .Fees and TWA Inspection Fees (2%)
Conclusions and Summary Opinion
The infrastructure improvements as described are necessary for the functional development of the property within the District as required by the applicable local and state governments. The planning and design of the infrastructure will be in accordance with current governmental regulatory requiremertts. The infrastructure as described in this report will serve its intended function so long as the construction is in substantial compliance with the future design and permits. The engineer recommends that in addition to the annual non-ad valorem assessments to be levied and collected to paydebt service on the proposed 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.

Items of construction cost in this report are based on the current concept plan for the infrastructure construction of the Development for future phases 2 through 6 and actual construction costs for Phase
l. ln our professional opinion, and to the best of our knowledge and belief. the costs provided herein for the Development are reasonable to complete the construction of the infrastructure improvements described herein. 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 summary of probable infrastructure construction costs is only an opinion and not a guaranteed maximum price. Historical costs, actual bids and infonnation from other professionals or contractors have been used in the preparation of this report. 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 costs as stated.

7
Z:\2012\12-068 Mattamy Homes• Bronson Parcel 8\COD\2016.•02-03 Tapestry Parul 8 Engineering Repon.docx

IIGN. DCSCR/P110N
A PORTION OF SECRONS B ANO 17,. TOWNSHIP 2$ SOUTH, RANGE 29 EA57; osc;£Q'..A COUNTY,
FlORIIM, BEING I/OR£ PAR11CUI.ARL Y DE'SCRIBED AS FOLJ.OIIS:

8£CIN AT 11/E NalTI/EllST CORNER OF SHAOOW BAY UNIT THREE. ACCORD/HQ 7D 7li£ l'U.T TIIEREOF. AS RECfRJED IN PUT BOOK PAGE 7 PUBUC IKCOROS OF 0SCEaA COUNTY, FlORIOA;  Tl/ENC£ RUN N 8'"47'5,• ALONG 'THE NORTH UNE OF SAID SHADOW BAY UNIT THREE. A DISTANCE OF
920.55 FEET TO A POINT ON 11/E NORTII IJNC OF SHADOW BAY UNIT r<JIJR PflASC -.
ACCCRDING ro THE l'U.T 11/EREOF, AS R£CORD£D IN PLAT BOOK PAC£ 152, PUBUC 11£CORDS OF OSCEOCA COUNTY, FlORIOA; Tl/ENC£ CON71NU£ N 89'4r5t" W. ALONG 111£ NORTII UN£ OF SAJD SHADOW BAY UNIT r<JIJR PflASC ONE; A DISTANC£ o; J04Q.OO FEET 7D A POINT ON 711£ NORTII
/.JN£ OF 111£ IIUAS OF SHIJ)()W BAY. IWASC II N)()ITION. A CONDONJNJIJII, ACCORDING ro 11/C PLAT 1HEREU. AS l/£00RDED IN CONDOl,//NIUII 800K 2, PAGE I.JJ, PUBUC //£CORDS OF OSC£lU COUNTY,  FlOIIJOA;  Tl/ENC£ CON71NU£  N 89'4r 61•   W.  ALONG  111£ NORTII UN£ OF  711£  IILLAS OF SHADOW BAY. Pl/AS£ II Al/DlnON, A 0/STANCC OF 560.7:1 FEET 1D A POINT ON 111£ NORTII UN£ o; 111£ IIUAS AT SHAIIOW BAY. AccalDING 1D Tl/£ l'U.T 11/£11EOF, AS R£COROCD IN Pl.AT BOOK 4, PAGE 12.f.  PUBIJC R£C0RDS OF 0SC£aA COUNTY,  R.ORJDA;  1HENCC CONTINUE  N n'4rs,· W, ALONG TH£ NORTII UN£ OF 1111!: IILLAS AT SHADOW BAY. A DISTANCC OF 799.89 FEET ro A POINT
ON TIii!: 1!:AS1E111.Y UN£ OF 111£ PUT BD)S AND GIRLS CLJJB, AS Rl!:CORO£D IN l'U.T BOOK 21, PAGE 117, PUBUC 11£calllS OF OSC!a.A COUNTY, FLOR/l/A; Tl/ENC£ RUN ALONG 111£ BOUNDARY UNCS OF SAID B0)S AND GIRLS a.us, THI!: FOUO'MNG FOUR (4) COURSl!:S AND DISTANCl!:S; RUN N 0072'09•
E; A 0/STANCC OF 177.57 FFET; Tl/ENG£ RUN N 2J'09'2:J• W. A DISTANCC OF 413.:19 FEET 7D A POINT OF CQRVA11JRI': OF A NON TANCENT GVR CONCA lit!: NalTIIERLY, HAIING A RADIUS OF
BOS.OD fECT; THENC£. ON A 010RD 8£ARINO OF S  84"28'48· WANO  A Qi{R/) DISTANrz  OF, sz .e, FFET. RUN ALONG 111£ ARC OF SAN) CIJRllf' A DISTANCC OF 153.07 FEET Tl/ROUGH A CENTRAL ANQE OF IOWJ9• ro 11/C POINT OF TANGO/CY 1Hl!:R£0F; 1111!:NCC RUN S 89'55'J9• W. A DISTANCI!: OF 187.12 FEIT ro A P0/1/T ON 711£ E11S1E11l.Y RIGHT OF WAY UN£ OF D>£R 80Ul£VARO, AS R£ca,()£D IN OFFlaAI. RECORDS BOOK 1270. PAGE #2, PUBUC RECORDS OF 0SCEaA COUNTY, FlORID,4/ THfJICC RUN N OO'IU'21• W. ALONO SAID EllSIDil.Y RIGHT OF WAY UNI!: AND 7111!: Nal11/ERLY D!TENSION TI/ER£0F, A 0/STANCC OF 1668,87 FEET; 11/EHCE; DEPARTING 1111!: l!:AS1DILY
RIGHT OF WAY UNI!: OF O>ER BOUL£VARO, RUN N 89"5'J9• E:, A 0/STANCC OF 682.B4 FEET; Tl/ENC£ RUN S S.5"42'58" £. A DISTANCE OF 41.0IJ Fm'; THENCE RUN  N  DOTH"21" W. A DISTANCE  OF l,J4/J.47 FEET 1D A POINT ON 7111!: SOU7HERLY RIGHT OF WAY UNI!: OF CARRal. STREET. AS

FlallDA; 1HENC£ RUN S lU32".l2• E; ALONG THE SDUTHERL'f RIQ-IT OF WAY UN OF CARROLL STREET, A DISTANCC OF l,B4J.6() FEET; Tl/ENCE; Ol!:PARTING SAID SOUIIIERLY RIGHT OF WAY UHE:, RUN S 02·35•55• W. A OISTANCC OF 817.77 FEET; Tl/ENC£ RUN S 79'41'J2• E:, A DISTANCC OF'
161.64 FEET 1D A PD/NT OF CIJRVATIJR£ OF A CURI!; CONCA lit!: NOR111EJILY. HAVING A RADIUS OF
BD0.00 FEET AND A CENTRAL ANa.E: OF 22'47'58 THENCE RUN EllSID!t.Y. ALONG TH£ ARC OF SAID CI/R A DISTANCC OF 2:JB.76 FEET 7D TIii!: POINT OF TANCENCY 1IIER£OF: 1IIENC£ RUN N
Tr J01Jo• E, A DISTANCE OF f6B.6I FCEr; 1HENC£ RUN S 22TJ1'55. E; A DISTANCE OF 110.00 FEEr 1D A POINT OF CQRVA11JR£ OF A NON TANCENT CI/R CONCAlll!: N0//11/W£STERLY, HAVING A IW)fUS OF :US , IS FEET; Tl/ENCE; ON A CHORD 8£ARJNG OF N 52U'JO• If: ANO A CHORD 0/STANCC OF 170.50 FEET, THENCE: RUN NORTIIE1IS1D1LY ALONO 7111!: ARC OF SAID CINI\£; A 0/STANCC OF
181.58 FEET, Tl/ROUGH A CENTRAL ANGII OF J0 t1J'o9• ro 111£ POINT OF TANCENCY 11/ERffJF; Tl/ENC£ RUN N J7'54'56• E:, A DISTANCE: OF' 147.02 FEET 1D A POINT OF CURVATURE: OF A a/RI£; CONCAlll!: SOUT/il!:AS1E11LY, HA\fNG A RADIUS OF .34D.OO FEET ANO A CENTRAL ANQE OF 1nr1r, 1HENC£ RUN NORTIIEllSIERt.Y. ALONG THE: ARC OF SAJD CIJR A DISTANC£ OF 102.5• FEET 7D 11/C P0/1/T OF TANCENCY THm£0F; Tl/ENC£ RUN N 5512'1J• E:, A DISTANCE OF 113.19 FEET ro A POINT ON THE: 11£Sm'LY RIGHT OF WAY UN£ OF Tl/ACKER Al£NUE;- Tl/ENC£ RUN SOU11/ERLY ALONG SARJ 11£S1DILY RIGHT OF WAY UNE:. 1111!: Ff)LJ.O'MNG	(2) COIJRSl!:S AND DISTANG£5' RUNS :14'4rir
C. A 0/STANCC OF 201,21 FEET TO A POINT OF CQRVA71JRf: OF A  CURI£; Cl:wCAllf' SOUTl/11£SlfRt.Y,
HAIING A RADIUS OF 1,100.00 FrrT AND A CO/TRAL ANGLI!: OF 1114'06 11/EHCC RUN SOUTI/EllSIERLY, ALONG THE: ARC OF SAID CIIR1'E; A DISTANCE OF 215.70 FrrT 7D A POINT ON SAJD CURI£; Tl/ENCE; 0£PAR11NG 711£ 11£Sm'LY RIGHT OF WAY UN£ OF Tl/ACKER All1,/UE:, RUNS
sn1•,u• A 0/STANCC OF 20.DJ FEET ro A POINT OF CINIVAIIJRE: OF A NON TANCENT CLW1'E; CONG-'\£' SOU1JlliE57EJilt.Y, HAMNG A RADllJS <F 1080.00	THENCE CY/ A QfORD B£ARING OF S 2JYJ8'JIJ9 E AND A CHORD DISTANC£ OF 19,0J FEET. RUN ALONG TH£ ARC OF' SAJO CUR\£' A DISTANCE OF 19.DJ FEET 11/RO/JGH A CENTRAL ANGIE OF' 01'00'35" 7D A P0/1/T ON SAR) CURI-!; 11/ENCC RUN S 697610" W. A 0/STANCC OF 77,48 FEET; Tl/ENC£ RUN S 247610• " A 0/STANCC OF l!J.26 FEET; Tl/ENC£ RUN S 20'4J'5o· E:, A 0/STANCC OF 2". 72 FEET; 1111!:NCC RUN S .. -c•so• E:, A DISTANCE: OF 2&21 FEET; 111£NC£ RUN N 89T6W" E:, A 0/STANCI!: OF 88.51 FEET TO A POINT ON 111£ AFOR£SloJO KBIERLY RIGHT OF WAY UNI!: OF Tl/ACKER Allf'NUE;- SAU> POINT 8£/NG A POINT OF ct/RVATURI!: OF A NON TANGENT CLW\,£; CONCAllf' SOUTl/11£SIERLY, HAIING A RADIUS OF 1100.00 FEET; 1111!:NCC RUN SOUTHCRLY ALONG 7111!: IIES1El!LY RIGHT OF WAY IJNI!: OF THACKER Al£NUE 111£ FOLJ.O'MNG COURSES ANO 0/STANCl!:S: ON A CHORD BEllRING OF S l:J"J2'28• If: AND A CHORD DISTANCE OF 225.J4 F£ET, RUN ALONG 1H£ MC OF SAID CUR\£'  A  OISTA.NC£  OF 225.7J FEET THROUGH A CENTRAL ANGLE CF tt'45"2B• TO TH£ END OF SAJQ CURI,£- 7HENC£ RUNS 00'2.6'07"' Iv,
R£CORDC/J IN OfflCIAL RECORDS BOOK
PAGE 1:172, PUBUC Rl!:OOROS OF osa<U COUNTY,
A DISTANCE a: 818.28 F£CT; THENC£ RUN S 00'24"4/r E; A DISTANCE OF 1281.76 FEET n, THE
POINT OF' Bl!:GINNING.

Legal De scription
T apestry Communi ty Develo pment District
";"Ru....,..,,. POULOS ('..::SENNETT	.._   
Od_,    ,F Ll :?Ml- 40'!'◄. 17.   ::594	e,..,;l.:,,0  r ,..,,hnrimionNo:.:.&5' 7	Exhibit4

WATER MAIN CONNECTION POINT

PROPOSED WATER MAIN

WATER MAIN CONNECTION POINT

J nuoty7,2016.
r11.1.r-t1,1,
Tapest  C	WaterDis ibutioaSystemMap
ry	ommuntty Deve1opment Dis.t	
300 O *600	1200
SCALE IN FtET
Exhibit 7