Poitras East Community Development District
12051 Corporate Boulevard, Orlando, FL 32817; Phone: 407-723-5900 http://poitraseastcdd.com/

The following is the proposed agenda for the upcoming Special Meeting of the Board of Supervisors for the Poitras East Community Development District (“District”), scheduled to be held at 12:00 p.m. on Wednesday, July 7, 2021 at Courtyard Orlando Lake Nona, 6955 Tavistock Lakes Blvd, Orlando, FL 32827. A quorum will be confirmed prior to the start of the meeting.

Please use the following information to join via the computer or the conference line:

Phone: 1-844-621-3956	Computer: pfmgroup.webex.com	Participant Code: 796 580 192#

BOARD OF SUPERVISORS’ MEETING AGENDA

Organizational Matters
Roll Call to Confirm Quorum
Public Comment Period

Business Matters
Consideration of Acquisition of Pearson Phase 1A Right-of-Way
Recommendation of Work Authorization/Proposed Services (if applicable)

Other Business
Staff Reports
District Counsel
District Manager
District Engineer
Construction Supervisor
Landscape Supervisor
Irrigation Supervisor
Supervisor Requests

Adjournment

Poitras East Community Development District

Acquisition of Pearson Phase 1A Right-of-Way

Poitras East Master Infrastructure Phase 1C

Poitras East Master Infrastructure Phase 1B

Poitras East Master Infrastructure Phase 1D

Poitras East Master
Infrastructure Phase 1A

Street A - Phase 1 (Pearson Avenue)

Poitras Off-Site
Force Main
Extension

PHASE 1	POITRAS EAST
D POITRAS COMMUNITY DEVELOPMENT DISTRICT	COJIJIUNITY	DEVBLOPJIENT	DISTBICT
EXHIBIT C
*■  ■ ■ ■  =  MASTER  INFRASTRUCTURE  IMPROVEMENTS	PHASE   1.	DIPBOVEJIBNTS
= TRAFFIC SIGNAL
LS	= LIFT STATION SITE
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MAY 19,   2020	SHEET 1 OF 2	

RESIDENTIAL ROADWAYS AND TRACTS ARE DIAGRAMMATIC  AND SUBJEC T TO CHANGE	J DONALD W. MCINTOSH ASSOCIATES, INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK AVENUE NORTH , WINTER PARK, FL 327B9 407 .644.4068	
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LAUREATE PARK SOUTH N-3 PEARSON AVENUE PHASE 1
A   PORTION   OF   SECTION   31,	TOWNSHIP	24	SOUTH,	RANGE	31	EAST CITY  OF  ORLANDO,	ORANGE   COUNTY,	FLORIDA

EXHIBIT
SHEET 1 OF 3

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SECTION 30-24-31
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SECTION 31-24-31

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NORTH 1/ 4 CORNER SECTION  31-24-31 (FOUND 4"x4" CM LB# 68) (CCR #88136)

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LUMINARY BOULEVARD
LUMINARY BOULEVARD PHASE 1B

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OF THE NORTH ERLY LINE OF ISLES OF LAK E NONA PHA SE 2 (PB 10 2, PGS 88 - 10 0)

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LINE TABLE (THIS SHEET ONLY)	
NUMBER	BEARING	DISTANCE	
L1	S07"45'08"E	56. 78'	

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LEGEND
(FOR ALL  SHEETS)

20.70'
R•1700.00'	L14
6.	=
=	LINE NUMB ER (SEE LINE TABLE)
CEN TRAL ANGLE	
t,,,2-00'05"	R	=	RAD IUS	
L• 59. 38'	L	=	ARC LENGTH	
PT	CB•S02"28'04"E	CB	=	CHORD BEARING	
	CH	=	CHORD DISTANCE	

C53	= CURVE NUMBER (SEE CURVE TABLE)

C.I.P.	=  CAPI TAL IMPROVEME NT PROJ ECT
q:_	=  CENTERLINE R/W	= RIGHT- OF- WAY NT	= NON- TA NGENT
(R)	= RADIAL
( NR)	= NON- RAD IAL NO#	= NO NUMBER
PT	= POINT OF TANGENCY PC	= POINT OF CURVATURE P- C	= POINT OF CUSP
PCC	= POINT OF COMPOU ND CURVATURE PCP	= PERMANENT CONTROL POINT
PRC	= POINT OF RE VERSE CURVATUR E ORB	= OFFICIAL RECORD BOOK
PB	= PLAT BOOK PG(S) = PAGE( S)
SECTION   =   SECTION 31   TOWNSHIP 24 SOUTH
31-24-31	RANGE 31 EAST	'
CM	= CONCRETE MONUMENT LB	= LICENSED BUSINESS

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PLS	=   PROFESSIONAL   LAND SURVEYOR PRM	= PERMANENT REFERENCE MONUMENT CCR	= CERTIFIED CORNER RECORD
PUE	= PRIVATE UTILITY EA SEMENT

CURVE TABLE (THIS SHEET ONLY)	
NUMBER	RADIUS	DELTA	LENGTH	CHORD	CHORD BEARING	
C1	300.00'	6"14' 47"	32. 71'	32.69'	S04"37' 45"E	
C2	2790.00'	8"40'45"	422.6 2'	422.22'	s02·5o•  or·  w	

DUE	= DRAINAGE AND UTILITY EASEMENT WFE	= WALL AND FENCE EASEMENT
FE	= FENCE EASEMENT
DOC# = OFFICIAL RECORDS DOCUMENT NUMBE R OF THE PUBLIC RE CORD S OF OR ANGE COUNTY, FLORIDA .

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PREPARED BY:

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SEE SHEET 2

DONALD	W. MclNTOSH

ASSOCIATES.	INC.

The features and linewor k shown  hereon  ore in  grid  relative  to National  Geodetic  Survey  con tro l  point  "Lance"  (PIO   AJ2445), Northing  1477081.39,  Easting   575759.46   Florida  State  Plane Coordinate System, Florida East zone, 1983 North American Datum,
2011 adjustment average combined scale factor:  0.99994883912

SECTION 31-24-31 FOUND  60D  NAIL & WA SHER NO ID
IN ASPHALT BOX CUT OUT
{CCR  #80586)
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SECTION 31-24-31

ORANGE COUNTY SECTION 6-25-31 OSCEOLA COUNTY

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ENGINEERS	PLANNERS	SURVEYORS
2200 P ARK AVENUE NORTH,  WIN TER  PARK,  FLORIDA  32789  { 407)  644-  4068 CERT IFICA TE OF AUTHORIZAT ION NUMBER LB68

{1.0000 51163 49 75 7).	ALL DIMENSIONS ARE GRID DIMENSIONS IN U.S. SURVEY FEET, BASED ON SAID FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, 1983 NORTH AMERICAN DATUM, 2011 ADJUSTMENT.

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LAUREATE PARK SOUTH N-3 PEARSON AVENUE PHASE 1
A  PORTION  OF  SECTION  31,		TOWNSHIP	24	SOUTH,  RANGE	31	EAST CITY OF ORLANDO,	ORANGE	COUNTY,	FLORIDA

EXHIBIT
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SEE SHEET 1 FOR NOTES -ND LEGEND

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PREPARED BY:

DONALD	W. MclNTOSH	ASSOCIATES.	INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK AVENUE NORTH, WINTER PARK, FLORIDA 32789 {407) 644-4068
CERT IFICA TE OF AUTHORIZAT ION NUMBER LB68

National Geodetic Survey control point "Lonee" (PID AJ2445),
No rt hin g  1477 081.39,  Eosting  575759.46  Florido  Stote  Plone Coordinate System, Florida East  zone,  1983  North  American  Datum, 2011 adjustment overage combined sca le fact or: 0.99994883912
{1.00005116349757).       ALL DIMENSIONS ARE GRID DIMENSIONS IN U.S. SURVEY FEET, BASED ON SAID FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, 1983 NORTH AMERICAN DATUM, 2011 ADJUSTMENT.

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LAUREATE PARK SOUTH N-3 PEARSON AVENUE PHASE 1
A  PORTION  OF  SECTION  31,		TOWNSHIP	24	SOUTH,  RANGE	31	EAST CITY OF ORLANDO,	ORANGE	COUNTY,	FLORIDA

EXHIBIT
SHEET 3 OF 3
SEE SHEET 1 FOR NOTES AND LEGEND

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LINE TABLE (THIS SHEET ONLY)	
NUMBER	BEARING	DISTANCE	
Ll	S56'09'45"E	15.00'	

PLATTED

CURVE TABLE (THIS SHEET ONLY)	
NUMBER	RADIUS	DELTA	LENGTH	CHORD	CHORD BEARING	
Cl	332.00'	30'04°58"	174.32'	172.32'	N22'12'52"E	
C2	332.00'	26'39'51"	154.51'	153.12'	N20'30'19"E	
C3	332.00'	3'25'07"	19.81'	19.81'	N35'32'48"E	

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The  features  and  linework   shown  hereon   ore  in  grid  relative  to National   Geodetic   Survey  control  point   "Lance"   {PIO   AJ2445), Northing   1477081.39,    Easting    575759.46    Florida    State   Plane Coordinate System, Florido  East  zone,  1983  North  American  Datum, 2011 adjustment average combined scale factor: 0.99994883912 (1.00005116349757).        ALL DIMENSIONS ARE GRID DIMENSIONS IN U.S. SURVEY FEET, BASED ON SAID FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, 1983 NORTH AMERICAN DATUM, 2011 ADJUSTMENT.

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PREPARED BY:

DONALD	W. MclNTOSH	ASSOCIATES,	INC.
ENGINEERS	PLANNERS	SURVEYORS
2200 PARK AVENUE NORTH, WINTER PARK, FLORIDA 32789 (407) 644-4068

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CERT IFICA TE OF  AUTHORIZAT ION NUMBER LB68

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LAUREATE PARK SOUTH N-3 PEARSON AVENUE PHASE 1
PECDD Acquisition Parcel (Tract R and LS-1)

DESCRIPTION:

That part of Section 31, Township 24 South, Range 31 East, Orange County, Florida, described as follows:

Commence at the Northeast corner of Tract OS-2H, according to the plat of ISLES OF LAKE NONA PHASE 2, as recorded in Plat Book 102, Pages 88 through 100, of the Public Records of Orange County, Florida; thence S89°36'57"W along the Northerly line of said plat of ISLES OF LAKE NONA PHASE 2, and the Westerly prolongation thereof, for a distance of 533.04 feet to the point of curvature of a curve concave Southerly having a radius of 4940.00 feet and a chord bearing of S88°43'28"W; thence departing said Westerly prolongation, run Westerly along the arc of said curve through a central angle of 01°46'57" for a distance of 153.68 feet to a non-tangent curve concave Southerly having a radius of 479.00 feet and a chord bearing of S72°17'09"W; thence Westerly along the arc of said curve through a central angle of 14°30'17" for a distance of 121.26 feet to the point of compound curvature of a curve concave Southeasterly having a radius of 44.00 feet and a chord bearing of S30°37'03"W; thence Southwesterly along the arc of said curve through a central angle of 68°49'55" for a distance of
52.86 feet to the point of reverse curvature of a curve concave Westerly having a radius of 2782.00 feet and a chord bearing of S03°38'00"E; thence Southerly along the arc of said curve through a central angle of 00°19'49" for a distance of 16.03 feet to the point of tangency and the POINT OF BEGINNING; thence S03°28'06"E, 20.70 feet to the point of curvature of a curve concave Westerly having a radius of 1700.00 feet and a chord bearing of S02°28'04"E; thence Southerly along the arc of said curve through a central angle of 02°00'05" for a distance of 59.38 feet to the point of tangency; thence S01°28'01"E, 13.82 feet to the point of curvature of a curve concave Westerly having a radius of 2824.00 feet and a chord bearing of S02°51'11"W; thence Southerly along the arc of said curve through a central angle of 08°38'24" for a distance of 425.86 feet to the point of tangency; thence S07°10'23"W, 772.34 feet to the point of curvature of a curve concave Westerly having a radius of
367.00 feet and a chord bearing of S16°50'29"W; thence Southerly along the arc of said curve through a central angle of 19°20'10" for a distance of 123.85 feet to the point of reverse curvature of a curve concave Easterly having a radius of 25.00 feet and a chord bearing of S14°49'36"E; thence Southerly along the arc of said curve through a central angle of 82°40'19" for a distance of 36.07 feet to the point of tangency; thence S56°09'45"E, 81.68 feet; thence S33°50'15"W, 50.00 feet; thence N56°09'45"W, 31.79 feet; thence S33°50'15"W, 10.00 feet; thence S56°09'45"E, 21.03 feet; thence S33°50'15"W, 51.00 feet; thence N56°09'45"W, 41.00 feet; thence N33°50'15"E, 51.00 feet; thence S56°09'45"E,
4.97 feet; thence N33°50'15"E, 10.00 feet; thence N56°09'45"W, 33.97 feet to the point of curvature of a curve concave Southerly having a radius of 25.00 feet and a chord bearing of S80°32'48"W; thence Westerly along the arc of said curve through a central angle of 86°34'53" for a distance of 37.78 feet to a non-tangent line; thence N52°44'38"W, 72.00 feet; thence N37°15'22"E, 26.67 feet to the point of curvature of a curve concave Westerly having a radius of 295.00 feet and a chord bearing of N22°12'52"E; thence Northerly along the arc of said curve through a central angle of 30°04'58" for a distance of 154.89 feet to the point of tangency; thence N07°10'23"E, 414.56 feet to the Easterly line of lands described in Official Records Document Number 20200665177, of the Public Records of Orange County, Florida and a non-tangent curve concave Northwesterly having a radius of 12.50 feet and a chord bearing of N41°37'23"E; thence Northeasterly along said Easterly line and the arc of said curve through a central angle of 68°53'59" for a distance of 15.03 feet to the point of tangency; thence
H:\CDD Directory\46-Lake Nona\07- Poitras East\1- Agenda\28- Agenda 07.07.21\sl16525desc (LPS N-3 Pearson Avenue Phase 1 PECDD Acquisition Parcel).docx
Created on 6/24/2021 1:32:00 PM last printed 6/30/2021 4:26:00 PM
Page 1 of 2

N07°10'23"E along said Easterly line, 346.11 feet to the point of curvature of a curve concave Westerly having a radius of 2760.00 feet and a chord bearing of N03°30'48"E; thence Northerly along said Easterly line and the arc of said curve through a central angle of 07°19'11" for a distance of 352.60 feet to the point of compound curvature of a curve concave Westerly having a radius of 554.00 feet and a chord bearing of N08°04'01"W; thence Northerly along said Easterly line and the arc of said curve through a central angle of 15°50'25" for a distance of 153.16 feet to a non-tangent line; thence departing said Easterly line run N84°24'01"E, 80.73 feet to the POINT OF BEGINNING. This description is based on Florida State Plane Coordinate System East Zone, average combined scale factor of 0.99994883912, NAD 83 Datum (2011 adjustment) and all distances are grid dimensions.

The above described parcel of land contains 2.492 acres more or less when measured in ground dimensions.

H:\CDD Directory\46-Lake Nona\07- Poitras East\1- Agenda\28- Agenda 07.07.21\sl16525desc (LPS N-3 Pearson Avenue Phase 1 PECDD Acquisition Parcel).docx
Created on 6/24/2021 1:32:00 PM last printed 6/30/2021 4:26:00 PM
Page 2 of 2

Poitras East Community Development District

Work Authorization/Proposed Services
(if applicable)