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
Consideration of Insurance Proposal for Construction Materials
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	
Printed: Wed 13-May-2020 - 08: .f-OAM
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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 PHASE 1B

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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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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:

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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'	

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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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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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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

Insurance Proposal for Construction Materials

Jennifer Walden

Subject:	FW: Insurance Quote - Poitras East Direct Purchase Materials

From: Charisse Bitner <cbitner@egisadvisors.com>
Sent: Thursday, July 1, 2021 3:27 PM
To: Jennifer Walden <waldenj@pfm.com>
Cc: Lynne Mullins <mullinsl@pfm.com>
Subject: RE: Insurance Quote ‐ Poitras East Direct Purchase Materials

 ALERT: This message is from an external source.BE CAUTIOUS before clicking any link or attachment	 Hi Jennifer,
To add $573,278 in construction materials, effective 07/01/2021, for the remainder of the current term would be roughly $1,025. The full annual premium would be roughly $4,025.

Thanks just let me know if you would like to add it. Have a good day!
Charisse Bitner, CLCS Account Manager
Egis Insurance & Risk Advisors
250 International Parkway, Suite 260 Lake Mary, FL 32746‐5022
Direct: (321) 320.7665
Fax: (407) 732.7321
Email: cbitner@egisadvisors.com www.egisadvisors.com www.FIA360.org

Associate Member of the Year Award Winner Florida Association of Special Districts (FASD) Preferred Partner of the Year Award Winner Florida Consortium of Public Charter Schools (FCPCS)

1

Poitras East Community Development District

Work Authorization/Proposed Services
(if applicable)

POITRAS EAST COMMUNITY DEVELOPMENT DISTRICT
Recommendation for Work Authorization/ Proposed Services

Project Name: Pearson Avenue (Street A) Phase 2

Brief Description : 		----'D=es=i_.,,g=n,'-'P'-'e=r=m=i=tt=ni'""'g..,_,-P=--=la=titn==g-=S'-u"'-r'--'-v-e'""y"'  a=n=Cd=on=us==cti==r=ton-==S'-e"rv =i ce=£ s'0-r'- a'-'=pla=n"-­

 	revision to the roadway.	

 Name of Consultant/Vendor:	Donald W. McIntosh Associates, Inc.	

Is this work pursuant to an existing Agreement?	-/ 	Yes	
 If so, name and date of Agreement:			

Is this project included in the District Capital Improvement Plan?	
/		
Yes	

Are the services required contemplated in the Capital ImprovementPlan?	
/		
Yes	

Is this a continuation of previously authorized work?	
/		
Yes	

---	No

---	No

---	No

 		No

Proposal attached:	Yes

-	-	- No

Form of Agreement Utilized:_P_r_o p_o_sa_l_ _ _ _ _ _ _ _ _

Amount of Services:

Recommendation:

$22,920.00	

Approve	Deny

By:

Ka	ann, Chairman
POITRAS EAST COMMUNITY DEVELOPMENT DISTRICT, CONSRTUCTION COMMITTEE

c:		Jennifer Walden Tucker Mackie Jeffrey Newton Lynne Mullins

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

Street A - Phase 2 (Pearson Avenue)

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	
Printed: Wed 13-May-2020 - 08: .f-OAM
F: \ Pro]2.017\ 17170\£DWG\ Exhlblts\ En9ln CIP Rept 2020\17170.	8,15£-CDD 051920.dwg

DONALD w. MCINTOSH ASSOCIATES, INC.

CIVIL ENGINEERS

LAND PLANNERS

SURVEYORS

2200 Park Ave. North

Winter Park, FL

32789-2355

Fax407-644-831 8

407-644-4068

July 6, 2021

Poitras East Community Development District
12051 Corporate Boulevard
Orlando, FL 32817

Re:	Pearson Avenue (Street A) - Phase 2
Plan Revision No. 1
DWMA Job No. 20695 (034-035)

Donald W. McIntosh Associates, Inc. (DWMA) is pleased to submit for your consideration this work authorization to provide professional engineering services to Poitras East Community Development District ("CLIENT") for changes associated to the existing construction plans for Pearson Avenue (Street A) - Phase 2 ("Project"). The scope of this proposal includes revising the existing construction drawings to incorporate the Developer approved layout of the neighborhood west and adjacent to this roadway (Parcel N-2).  The plan revisions will be submitted to the regulatory  agencies to update the previous submittals as detailed below. DWMA will provide these services pursuant to our current master contract with Poitras East Community Development District dated August 21, 2018 ("Engineering Agreement").

CIVIL ENGINEERING

CONSTRUCTION PLAN REVISIONS - DWMA will revise the existing construction plans for the Project to add three (3) roadway turnouts and eliminate one (1) roadway turnout along the west side of Pearson Avenue, including modification to on-street parking, roadway profile and intersection grading, curb ramp and crosswalk design, site lines, utility services and utility mainline stub-outs for future extension.

PLAN AND PERMIT PROCESSING - DWMA will prepare the required regulatory permit applications and will submit and process revised plans and permit applications through the City of.Orlando, Orange County Utilities, and Orlando Utilities Commission (potable water and electric).

FEE SCHEDULE

Contract Item	Billing Item	
Descri ption	
Fee	
		Civil En!!ineerin !!		
A.	034	Construction Plan Revisions	$17,840.00	
B.	035	Plan and Permit Processing	5 080.00	
		TOTAL	$22,920.00	

PAYMENT OF FEES & REIMBURSABLE EXPENSES

Poitras East Community Development District will compensate Donald W. McIntosh Associates, Inc., pursuant to the hourly rate schedule contained in the Engineering Agreement

F:\Contract\Proposals\cp14226.doc

http://www.dwma.com

Poitras East Community Development District
Pearson Avenue (Street A) - Phase 2 DWMA Job No. 20695 (034-035)
July 2, 2021
Page 2 o/4

and/or the lump sums listed above. The district will reimburse Donald W. McIntosh Associates, Inc., all direct costs, which include items such as printing, drawings, travel, deliveries, et cetera, pursuant to the Agreement.

This proposal, together with the Engineering Agreement, represents the entire understanding between the Poitras East Community Development District and Donald W. McIntosh Associates, Inc. (Engineer) with regard to the referenced work authorization. If you wish to accept this work authorization, please sign where indicated and return one complete copy to our office. Upon receipt, we will promptly schedule our services.

We appreciate your confidence in Donald W. McIntosh Associates, Inc., and look forward to continuing to serve you. Please contact the undersigned with any questions or clarification.

Sincerely,
DONALD W. MCINTOSH ASSOCIATES, INC.

Kirby L. White, PE Senior Vice President

KLW/1s

APPROVED AND ACCEPTED

[Signature]

Authorized Representative of
Poitras East Community Development District

Date

PURSUANT TO FLORIDA STATUTE 558.003, AN INDIVIDUAL EMPLOYEE OR AGENT OF DONALD W. MCINTOSH ASSOCIATES, INC. MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE,

F:1Contract1Proposalslcp14226.doc
DONALD W.  MclNTOSH Associates, Inc.
2200 PARK AVENUE NORTH, WINTER PARK. FLORIDA 32789 -2355 • [407) 644-4068 • FAX [40 7 ) 644-8318

Poitras East Community Development District
BASIS OF PROPOSAL AND CLIENT RESPONSIBILITIES DWMA Job No. 20695 (034-035)
July 6, 2021
Page 3 of 4

BASIS OF PROPOSAL AND CLIENT RESPONSIBILITIES

Our Agreement is also based on the following conditions and limitat io ns:

BASIS OF PROPOSAL
CLIENT has performed the necessary due diligence research to confirm that the site is suitable for the intended purpose.
The CLIENT is advised that concurrency management and comprehensive plan consistency will impact the land development process. Regulations regarding concurrency and consistency vary according to governmental jurisdiction.   The status of concurrency, consistency and, if applicable, vested rights must be addressed for all projects within the State of Florida. DWMA presumes the CLIENT is aware of the issues and resultant impacts described. DWMA disclaims responsibility for delays that may be encountered due to failure on the part of the CLIENT to address concurrency and consistency issues prior to initiation of Services proposed herein. DWMA is not responsible for changes to the approved plans that may alter the concurrency vesting status or for noncompliance on the part of the property owner with regard to the performance terms and conditions established in the vesting certificate.
DWMA will not be responsible for any circumstances, acts, errors, omissions or events, of any type, beyond its control including, without limitation, construction costs, the acts or failures to act of any governmental or judicial agency, or the existence of hazardous waste of any type associated with the Project. No Services associated with hazardous waste of any type are included in any way in this Agreement.
Without limitation, architectural, traffic engineering (e.g., studies, signalization), structural engineering (e.g., retaining walls, bridges, docks), mechanical engineering (e.g., fire pumps), fire protection engineering (e.g., dedicated fire lines beyond the point of service), electrical engineering, geotechnical engineering and testing, environmental assessment, landscape and irrigation design, non-civil utility engineering (e.g., power, gas, telephone, cable television, site lighting) and any other professional or consultant services required by CLIENT and not undertaken by DWMA, shall be retained separately by the CLIENT. No Services are included in this Agreement other than those specifically listed herein.
DWMA may be mandated by regulatory authorities to incorporate findings, requirements and details of design in their construction plans that are prepared by professional geotechnical engineers and not by DWMA. In doing so, DWMA assumes no responsibility or liability for the design, construction or operation of geotechnical engineering components which may include, but not be limited to, underdrains, ground stabili zers, backfills, embankments, etc. CLIENT must also recognize that some of these systems (i.e., underdrains, etc.) usually require extensive field supervision during construction and certification after construction. These systems are subject

to damage by other activities during or after infrastructure construction such as other utility installations (power, telephone, cable, gas, etc.). DWMA assumes no liability for damages to any design element caused by the improper design, construction, operation or maintenance of improvements designed by others.
DWMA, in and through its review and/or use of design and calculations prepared by others, is not responsible for or liable for error or omissions in the design and permitting services provided by others. CLIENT's consultants will provide DWMA with permission to utilize and rely upon their work product as the basis ofDWMA's design. Certain elements designed by others may be shown in DWMA construction plans for context only.
DWMA's performance and work product quality is dependent upon the timely provision of services from CLIENT-selected and contracted third-party consultants, including but not limited to geotechnical engineer, environmental consultant, transportation engineer, landscape/hardscape/irrigation designer and/or legal consultant whose services, while coordinated to the extent possible, are beyond the scope of responsibility of DWMA.
If locating underground utilities is expressly included in the Services, DWMA will locate such underground utilities as may be marked by a utility locating service retained by CLIENT. DWMA shall not be liable for showing any utility lines not marked by the locating company. DWMA cannot and does not guarantee or warranty that unidentified utilities will not be encountered.
Any opinion of construction cost prepared by DWMA represents its judgment as a design professional and is supplied for the general guidance of the CLIENT only since DWMA has no control over the cost of labor and material or over competitive bidding or market conditions. DWMA does not warrant or guarantee the accuracy of such opinions.
No permit applications or negotiations with regulatory agencies or permitting authorities are included other than those specifically listed herein.
If construction services or observation of construction are included herein, the Services included by DWMA will be to conduct periodic visits and observations to determine that the Work generally conforms or will conform to the applicable contract documents in relation to DWMA's engineering Services. DWMA's Service shall not include determining, supervising, implementing, or undertaking the responsibilities of the contractor, subcontractors or others, regarding means, methods, techniques, sequences and procedures of construction, nor for job conditions, safety precautions or programs. Construction phase services for systems designed and permitted by others are not included.
Construction phase retesting resulting from failures or no­ shows, and therefore requiring additional site visits, shall be additional services and is not included in the scope of this agreement. Such services will be invoiced separately

F:\Contract\Proposals\cp14226.doc
DONALD W.  MclNTOSH Associates, Inc.
2200 PARK AVENUE NORTH, WINTER PARK. FLORIDA 32789-2355 • (407) 6444068 • FAX (4071 644-8318

Poitras East Community Development District

BASIS OF PROPOSAL AND CLIEm RESPONSIBILITIES DWMA Job No. 20695 (034-035)
July 6, 2021
Page 4 o/4

on an hourly basis for back-charge to the contractor by CLIENT.
CLIENT's contractor and/or surveyor will provide certified as-built surveys prepared by a Florida-licensed surveyor for DWMA's use and reliance in preparing project certifications and/or record drawings. Any as-built surveys required to be perfonned by DWMA due to failure of contractor's surveyor to provide accurate and complete survey data will be invoiced separately on an hourly basis for back-charge to the contractor by CLIENT.
Federal Emergency Management Agency (FEMA) Map revisions or amendments which may be required by regulatory agencies or lenders are not included unless specifically listed in Basic Services.
Provision of customized digital data files to CLIENT, CLIENT's consultants and/or CLIENT's contractor is not included. DWMA work product will be prepared digitally in AutoCAD Civil3D® 2018 or later.
CLIENT RESPONSIBILITIES
The CLIENT, or his representative, shall be available to meet with DWMA and provide decisions in a timely manner throughout the course of the Project.
The CLIENT will provide DWMA with plans and other pertinent infonnation which may be necessary to properly survey or engineer the Project.
Prior to initiation of preliminary or final design, an approved site plan and final dimensioned building footprint(s) will be provided to DWMA by CLIENT, which will be complete with final geometry, and will be relied upon by DWMA.
The CLIENT will engage a professional geotechnical engineer to provide necessary hydrogeologic design support, relevant construction specifications for earthwork items and . required construction inspection and certification. CLIENT's geotechnical engineer shall be responsible for final certification of all flexible and rigid pavement. DWMA has the CLIENT's authority to rely on this professional infonnation as a basis for its design Services and certifications.
The CLIENT will engage a professional environmental consultant to provide jurisdictional detenninations and necessary design and pennitting support for wetland and special species issues.
The CLIENT will engage a professional environmental finn or firms who specialize in all matters relating to "hazardous" or "special" materials wastes, deposits, soils, contamination, etc., as may be required to support permitting or construction of the Project.
The CLIENT will engage a professional landscape architect to provide landscape and irrigation design related to the development of the property as intended by CLIENT

The CLIENT will engage a professional architect to perform all architectural services including, without limitation, incorporation of the work product of DWMA, and compliance with local, state or federal laws, regulations, codes and Americans with Disabilities Act ("ADA") requirements.
The CLIENT will engage a professional transportation consultant to provide analysis related to development of the property as intended by CLIENT, including but not limited to traffic studies, detennination of turn lane requirements, traffic signal design, Maintenance of Traffic (MOT) plans and roundabout geometry, striping and signage design.
The CLIENT will engage a professional legal counselor to provide legal services related to development of the property as intended by CLIENT.
The CLIENT will engage a professional state licensed hydrogeologist for completion ofhydrologic data required in support of a Consumptive Use/Water Use Pennit.
The CLIENT will engage a professional archaeologist to provide archaeological analysis related to development of the property as intended by CLIENT.
The CLIENT agrees that DWMA shall have no responsibility for the accuracy of information provided by, or for any portion of the Project designed by the CLIENT or CLIENT's other consultants, or for compliance with local, state or federal ADA requirements.   DWMA shall not be required to check or verify the CLIENT's or other consultants' work product, infonnation, or construction documents and shall be entitled to rely on the accuracy and completeness thereof, as well as the compliance of such documents with applicable laws, codes, statutes, ordinances, and regulations, including, without limitation, ADA requirements.   The CLIENT also agrees to require all other consultants engaged by the CLIENT to coordinate their design or construction documents or reports with the work product of DWMA, to promptly report any conflicts or inconsistencies to DWMA and to cooperate fully in the resolution of those conflicts or inconsistencies. The CLIENT further agrees, to the fullest extent permitted by law, to indemnify and hold harmless DWMA from any claims, damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or relating to false, inaccurate, or non­ compliant infonnation provided by CLIENT or its other consultants, or the services perfonned by other consultants engaged by the CLIENT.
The CLIENT or CLIENT's contractor shall obtain the required National Pollutant Discharge Elimination System (NPDES) pennit for the Project.
The CLIENT will provide DWMA with all applicable operation and maintenance budgets and budget reserve estimates for all gated communities prior to submittal of the final plat to satisfy local jurisdiction requiremen ts.

F:\Contract\Proposals\cp14226.doc
DONALD W.  MclNTOSH Associates, Inc.
2200 PARK AVENUE NORTH, WINTER PARK, FLORIDA 32789-2355 • (407] 644-4068 • FAX [407] 644-8318

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