Greeneway Improvement District
12051 Corporate Boulevard Orlando, FL 32817; 407-723-5900 www.greenewayid.orq

The following is the proposed agenda for the upcoming Meeting of the Board of Supervisors for the Greeneway Improvement District ("District"),scheduled to be held at 3:00 p.m. on Tuesday, November 19, 2019 at 6900 Tavistock Lakes Blvd., Suite 200, Orlando, FL 32827. A quorum will be confirmed prior to the start of the meeting.

For those unable to attend in person, you may participate by telephone:

Phone: 1-844-621-3956 (new)	Participant Code: 796 580 192# (new)

BOARD OF SUPERVISORS' MEETING AGENDA

Organizational Matters
Roll Call to Confirm a Quorum
Public Comment Period
Consideration of the Minutes of the October 15, 2019 Board of Supervisors' Meeting

Business Matters
Consideration of Resolution 2020-01, Adopting an Amended Budget for FY 2019
Consideration of Release and Termination of Temporary Construction and Access Easement Agreement
Consideration of Agreement between the GID and Professional Service Industries, Inc. for Geotechnical and Soil Testing Engineering Services
Consideration of Agreement for Traffic Engineering Services
Ratification of Requisition Nos. 665-668 & 2018-31 - 2018-36 Approved in October 2019 in an amount totaling $981,967.04
Ratification of Operation and Maintenance Expenditures Paid in October 2019 in an amount totaling $22,707.58
Recommendation of Work Authorizations/Proposed Services (if applicable)
Review of District's Financial Position and Budget to Actual YTD

Other Business

Staff Reports
District Counsel
District Manager
District Engineer
Construction Supervisor

Supervisor Requests

Adjournment

pfm

GREENEWAY IMPROVEMENT DISTRICT

Minutes of the October 15, 2019 Board of Supervisors' Meeting

GREENEWAY IMPROVEMENT DISTRICT BOARD OF SUPERVISORS' MEETING MINUTES

FIRST ORDER OF BUSINESS

The Board of Supervisors' Meeting for the Greeneway Improvement District was called to order on Tuesday, October 15, 2019, at 3:00 p.m. at 6900 Tavistock Lakes Blvd., Suite 200, Orlando, FL 32827. Members listed below constituted a quorum.

Richard Levey Chad Tinetti Amanda Kost

Chair
Vice-Chair Assistant Secretary

Also attending:

Jennifer Walden Tucker Mackie Jeff Newton Larry Kaufmann Scott Thacker

PFM
Hopping Green & Sams
Donald W. McIntosh Associates Construction Supervisor Construction Committee

SECOND ORDER OF BUSINESS	Public Comment Period

Dr. Levey noted that there were no members of the public present.

THIRD ORDER OF BUSINESS		Consideration of Minutes of the September 17, 2019 Board of Supervisors' Meeting

Board Members reviewed the minutes from the September 17, 2019 Board of Supervisors' Meeting.

On Motion by Mr. Tinetti, second by Ms. Kost, with all in favor, the Board of Supervisors for the Greeneway Improvement District approved the minutes of the September 17, 2019 Board of Supervisors' Meeting.

FOURTH ORDER OF BUSINESS	Discussion
Professional

Regarding Landscape

Architectural Services

Ms. Mackie explained that at the last Board meeting staff reviewed two work authorizations for Centerline Drive for landscape architectural services from Dix+Hite. The Board approved those but District staff subsequently had several conversations with the Developer and determined that, since the landscape will be a very important aspect of the roadway design and that consistency is important throughout the Lake Nona Development, Tavistock would like to engage with the landscape architect directly and then the District would acquire that work product at the time that the District is ready to proceed with the actual installation of that product. There was no action required.

1

FIFTH ORDER OF BUSINESS		Consideration of First Amendment to the Agreement between GID and Cepra Landscape LLC, regarding the Provision of Nemours Parkway Landscape and Irrigation	Maintenance Services

Ms. Mackie explained that the District currently has a Landscape Maintenance Agreement with Cepra Landscape LLC. This amendment is for additional services for Phase 6, which recently came out of the two-year maintenance period following completion of the roadway. District staff is requesting to add this portion of the roadway to the existing landscape contract. This was a known quantity at the time of budgeting for this fiscal year. The amount is $1,985.00 per month will be added to the existing agreement and the area will be included in the bid package when the landscape services are ready to go out to bid next time.

On Motion by Ms. Kost, second by Mr. Tinetti, with all in favor, the Board of Supervisors for the Greeneway Improvement District approved the First Amendment to the Agreement between GID and Cepra Landscape LLC, regarding the Provision of Nemours Parkway Landscape and Irrigation Maintenance Services.

SIXTH ORDER OF BUSINESS	Consideration	of	FY	2019 Audit Engagement Letter

Ms. Walden explained that District Counsel has reviewed the Fiscal Year 2019 Engagement Letter and the comments have been incorporated. The services will not exceed $4,550.00 unless the scope changes. The District budgeted $7,000.00 for this line item.

On Motion by Ms. Kost, second by Mr. Tinetti, with all in fa vor, the Board of Supervisors for the Greeneway Improvement District approved the FY 2019 Audit Engagement Letter.

SEVENTH ORDER OF BUSINESS		Agreement for Professional Structural	Engineering Services with AVCON, INC.

The District went through an RFQ process to select a structural engineering firm to provide services in the future regarding several bridge or culvert construction features. Included within the agenda package is a general form of engineering services agreement. When the District is ready to proceed with actual design, District staff will present a work authorization to the Board with pricing.

On Motion by Mr. Tinetti, second by Ms. Kost, with all in favor, the Board of Supervisors for the Greeneway Improvement District approved the Agreement for Professional Structural Engineering Services with AVCON, INC.

2

EIGHTH ORDER OF BUSINESS	Ratification	of	Requisition Nos. 663 - 664 & 2018-26 -
2018-30	Approved	in September 2019 in an amount
$282,960.47

Board Members reviewed Requisition Nos. 663 - 664 & 2018-26 - 2018-30 Approved in September 2019 in an amount $282,960.47. Dr. Levey noted that these have already been approved and paid and just need to be ratified by the Board.

On Motion by Ms. Kost, second by Mr. Tinetti, with all in favor, the Board of Supervisors for the Greeneway Improvement District ratified Requisition Nos. 663-664 & & 2018-26 - 2018-30 Approved in September 2019 in an amount $282,960.47.

NINTH ORDER OF BUSINESS		Ratification of Operation and Maintenance Expenditures Paid in September 2019 in the amount totaling $126,050.52

Board Members reviewed the Operation & Maintenance expenditures paid in September 2019 in the amount totaling $126,050.52. Ms. Walden noted that these have already been approved and paid and just need to be ratified by the Board.

On Motion by Ms. Kost, second by Mr. Tinetti, with all in favor, the Board of Supervisors for the Greeneway Improvement District ratified the Operation & Maintenance expenditures paid in September 2019 in the amount totaling $126,050.52.

TENTH ORDER OF BUSINESS		Recommendation	of	Work Authorizations/Proposed Services

Mr. Kaufmann presented a Work Authorization (Minutes Exhibit A) from AVCON for Culvert Structural Design for Centerline Drive Segment A road culverts in the amount of $10,472.50. Dr. Levey requested a map graphic depicting the location of the work going forward.

On Motion by Mr. Tinetti, second by Ms. Kost, with all in favor, the Board of Supervisors for the Greeneway Improvement District approved Work Authorization from AVCON for Culvert Structural Design for Centerline Drive Segment A Road Culverts in the amount of $10,472.50.

Mr. Kaufmann presented a Work Authorization (Minutes Exhibit B) from Central Florida Locating, Inc. for underground locates for Centerline Drive Road Construction Plans Segment A & B in the amount of
$7,855.00.

3

On Motion by Tinetti, second by Ms. Kost, with all in favor, the Board of Supervisors for the Greeneway Improvement District approved Work Authorization from Central Florida Locating, Inc. for underground locates for Centerline Drive Road Construction Plans Segment A & Bin the amount of $7,855.00.

Mr. Kaufmann presented a Work Authorization (Minutes Exhibit C) from Central Florida Locating, Inc. for underground locates for Centerline Drive Road Construction Plans Segments C & D in the amount of
$15,395.00.

On Motion by Ms. Kost, second by Mr. Tinetti, with all in favor, the Board of Supervisors for the Greeneway Improvement District approved Work Authorization from Central Florida Locating, Inc. for underground locates for Centerline Drive Road Construction Plans Segments C & D in the amount of $15,395.00.

ELEVENTH ORDER OF BUSINESS	Review of District's Financial Position and Budget to Actual YTD

The Board reviewed the District's financial position. Ms. Walden explained that the District has gone over the adopted budget for Fiscal Year 2019 and invoices can still come in through next month. At the next meeting, the Board will be required to approve a revised budget for Fiscal Year 2019. No action was required by the Board today.

The Board reviewed some of the outstanding line items. The landscape maintenance and reclaimed water were the biggest contributors to the overage because the District used some Fiscal Year 2019 funds for hurricane repair under Fiscal Year 2018. Dr. Levey requested a reconciliation for next month. Ms. Lane will be asked to reach out to vendors who have not yet billed the District for FY 2019 services. Questions arose regarding reclaimed water. Mr. Thacker will go back with Ms. Lane and review the bills.

TWELFTH ORDER OF BUSINESS	Staff Reports

District Counsel -

District Manager -

District Engineer -

Ms. Mackie noted that Committee weeks have already started earlier this year. So the Board will receive the Capital Conversations newsletter at the end of next month. If anyone wishes not to receive it she can take their name off the list and she will provide reports to the Board at the monthly meetings.

Ms. Walden noted that the next meeting is scheduled for Tuesday, November 19, 2019.

Mr. Newton circulated the Construction Contract Status Memorandum (Minutes Exhibit D). Jr. Davis completed the erosion repair on October 9, 2019 at Nemours Parkway Phase 6. Repairs to damaged sidewalk, landscape and hardscape are scheduled for the week of October 14, 2019. Punch list walk is anticipated for October 18, 2019.
4

Nemours Parkway Phase 7 has been fully paved and striping, landscaping and asphalt are complete. The lift station is substantially complete and start up is pending OUC electric installation, which is currently anticipated in early- November. Substantial completion of the project is anticipated on late-November.

Mr. Newton presented Change Order No. 4 in the additive amount of
$49,204.52 for landscape and irrigation revisions for Nemours Parkway Phase 7, as reviewed and approved by Dix+Hite.

A preconstruction meeting with the City regarding the installation of the permanent drainage pipe along Centerline Drive took place on October 8, 2019 and construction by DeWitt Excavation is to commence the week of October 14, 2019. The pipe installation is anticipated to take approximately 3 weeks to complete, followed by close-out inspections and certification.

On Motion by Mr. Tinetti, second by Ms. Kost, with all in favor, the Board of Supervisors for the Greenaway Improvement District approved the recommendations of the Construction Contract Status Memorandum dated October 15 , 2019 to includeNemours Parkway Phase 7 - Jr. Davis Construction, Inc. Change Order No. 4 for landscape and irrigation revisions, as reviewed and approved by Dix+Hite in the additive amount of $49 ,204.52.

Construction Supervisor - Mr. Kaufmann indicated that there are monuments on Nemours Parkway
Phase 6 that are scheduled to be installed at the entrance to the project and are still in permitting. They are part of the Nemours Phase 7 Construction Contract but are located at Nemours Phase 6.

THIRTEENTH ORDER OF BUSINESS		Supervisor	and	Audience Comments & Adjournment

Dr. Levey requested District staff remove the public comment period at the end of the agenda since they have one in the beginning. Ms. Mackie  explained that the public  comment  period at the beginning  was established to allow residents to speak on any agenda item before they come to the Board for approval and the comment period at the end was to allow for the public to comment on any items of concern unrelated to the agenda but District staff will remove this comment period going forward.

Mr. Tinetti asked about the ground penetrating radar. Mr. Newton responded that it is money well spent because it helps avoid conflicts encountered during construction, which often lead to redesign and increased construction costs. Ms. Kost asked if it has to be spent every time and if the process could be changed moving forward. Mr. Newton responded it will be challenging and not all as-built surveys are created equally and do not always conform to certain standards. He explained the reason for soft digs and the ground penetrating radar.

5

There was no further business to discuss. Dr. Levey requested a motion to adjourn.

On Motion by Mr. Tinetti, second by Ms. Kost, with all in favor, the October 15, 2019 Meeting of the Board of Supervisors for the Greeneway Improvement District was adjourned.

Secretary/Assistant Secretary	ChairNice Chair

6

HIBrt	A

GREENEWAY IMPROVEMENT DISTRICT

Recommendation for Work Authorization/ Proposed Services

Project Name: GlD - Centerline Drive Segment A Box Culvert Crossing

Brief Description:	Culvert Structural Design for Centerline Drive Sel!,ment A Road Culverts.

 Name of Consultant Nendor:	AVCON. Inc.	

Is this work pursuant to an existing Agreement?

 	-	Yes

---	No

 If so. name and date of Agreement:	

Is this project included in the District Capital Improvement Plan?

Yes

---	No

Are the services required contemplated in the Capital ImprovementPlan?

Yes	 		No

Is this a continuation of previously authorized work? Proposal attached:	

- - -No

---

Yes	No

Fonn of Agreement Utilized: _P_r_.o.p._o_s_al	_

Amount of Services:

Recommendation:

$ 10 472.50	

/	Approve	Deny

 	

By:

Greeneway Improvement District Construction Committee

c:		Jennifer Walden Tucker Mackie Jeffrey Newton Lynne Mullins

October 2, 2019

Jeffrey J. Newton, P.E.
District Engineer
Greeneway Improvement District
12051 Corporate Boulevard
Orlando, FL 32817

Via email: jjnewton@dwma.com

AVCON, INC.
ENGINEERS & PLANNERS
5555  E. Michigan Street
Suite 200
Orlando,  FL 32822-2779
Phone: (407) 599-1122
.Email: avcon@avcon 1c com
WWW .0VCO11me .com

Reference:	Structural Engineering Scope of Services and Fee Proposal for Centerline
Drive-Segment A Culvert Crossing within the Greeneway Improvement District

Dear Mr. Newton:

AVCON, INC. (AVCON} is pleased to present this scope of services and fee proposal lo provide structural engineering design and construction phase services to the Greeneway Improvement District. The proposed scope and fee are summarized as follows:

Culvert Structural Design

Attend one meeting and coordinate with the roadway/geotechnical design team ,
Design of Concrete Box Culvert crossings, (Proposed fee is for one (1) crossing. Fee will be increased by
a multiple matching the design fee shown for any additional culvert crossings).
Prepare 90% and  l 00% CDs contract documents,
Respond to 90% submittal review comments and regulatory review comments received during project permitting, and
Post Design Services includ ing:
Review of shop drawings, product and material submittals, and Contractor testing reports (compaction tests and concrete break tests),
Response to Contractor RFis,
Periodic site visits during construction to observe all pre-concrete placement work to which the Contractor shall receive writien confirmation from AVCON prior to placement being made limited to two (2) site visits, and
Upon completion of the project, AVCON will perform a substantial completion and final walk­ through visit and provide a statement , based on periodic constn1ction observations at key times during construction, that the culvert was constructed in substantial conformance with contract documents.

Our proposed fee is outlined on the attached spreadsheet. Thank you for considering AVCON for your consulting needs, we look forward to working with you on this project.

Sincerely,

tY

AVCON,lnc.

Vice President

CML & STRUCTURAL • AIRPORT & AVIATlON CONSULTING• TRANSPO

Esttmator : Domlnicic Flo<enUno
02-0d-19

Pro posal to; Donald w. MCintosh A!l oclates, Inc.
Centerline Drive segmentsA cu1ven Desl9n
"Dlellic,t"

Con,wltant ; AVCON, INC.

NoJACTIVITY	
Pi!n<lml		
P,oj ocl Enalll&Ct	
0,, .itiaer/CADD	
Ctetlcnl	TOTAi.	
		p,...:--1 fA911Jlot'IN					M81H1ou!SI
By
Ac!MIV	Salary
By
Actlvitv	
	M,,n
HOl/f't	Hcut!y
Ralxl	Men
Hours	HOdty
Ro:,,	Man
liouro	HOlll!y
Roro	M,J/\
Hours	Houtt/
Rate	Man
Haun,	tlourty
Rate			
llox Culvert Deolan Pna.., 11 cross1na Lo<>at/onl													
,   _.	,. Attendance t 1 l	0.00	226.00	4.00	160.00	o.ou	1 20.00	0 .00	110.IIO	0	.00	60 .00	4	640.00	
Raa d>,,,i v/&o :eoornc,;,r	n C«inlillollon	000	725.00	1.00	16U.Oii	2.00	120 .00	0.00	110.00	0.00	60.00	3	◄ 00 . 00	
90'14. COS Submllal	0	.00	225.00	1.00	160	00	8,00	120.00	1600	110.00	1.00	60.00	26	2 9'10,00	
ro,:, CO. ., =	CommMlS	1.00	Z!S.00	1.00	160.00	2.00	120.00	0.00	110.00	;oo	60.00	6	685.00	
100% CDs Submitlal	0.00	225.00	1.00	160.00	2.00	120	.00	8.00	110.00	1.00	60.00	12	1 340.00	
QA/ QC	1.00	226,00	1.00	100 .00	1.00	120.00	,.oo	110 .00	CLOD	60.00	4	615.00	
Sui>-Tot.,I											64	18 820.00	

!lo1Culllert Post Dealan Phaoe													
													
R•"""""" 1G COnU1><10, RFI>	0 00	225.00	100	160.00	000	12000	000	11000	0	00	60.00	2	3:10	.00	
Rovlew	Ori, •	000	22 00	2.00	16000	◄ 00	12000	000	110	.00	000	6000	G	800 .00	
$11AVl&ll&<21	000	226 00	800	16000	8	.00	120.00	000	110 00	000	6000	16	72 0 00	
" n••-and C/OIJeOlJI Letter	0 50	i26 00	2 00	16000	0 00	12000	000	11000	1 00	8000	4	492 50	
Sul>-f- 1											2i	13,852.110	
Talal	Tolal Sala,y
Man-ttours	IIMIWIRII	
3		
23		
27		
26		
4		
82	
$1,0 472.50	

.

.

GREENEWAY IMPROVEMENT DISTRICT

Recommendation for Work Authorization/ Proposed Services

Project Name:    GID- Centerline Drive Se	ent A & B

Brief Description:	Underground Jocates for Centerline Drive Road Cons tructi on Plans.

 Name ofConsultantNendor:	Central Florida Locating, Inc.	

Is this work pursuant to an existing Agreement?

If so. name and date of Agreement:

V	Yes

---	No

Is this project included in the District Capital Improvement Plan?

Yes	 		No

Are the services required contemplated in the Capital ImprovementPJan?

Is this a continuation of previously authorized work?	 	

Yes

Yes

-    -    -N'   o

No

Proposal attached:

L	ves	-	-	-'N o

Form of Agreement Utilized: _P;;_r;_o;;"p"-o'-.;s;;.a;;c;I:_   _   _   _   _   _   _   _   _

Amount of Services:

Recommendation:

$ 7,855.00	

Approve	Deny

 	

By:	l?-1P.1S.9	
J rry K ufmann, Chairman
Greeneway Improvement District Construction Committee

c:		Jennifer Walden Tucker Mackie Jeffrey Newton Lynne Mullins

P08ox1468
B11shm,I/,  FL 33513
833-229-2227
cfl-lnc.com

Centrvl Florida Locating, Inc .
....CFL 6eofoglca/ Solutions
Date:	9-20-19
Client:	Greeneway Improvement District, 12051 Corporate Blvd, Orlando, FL 32817
Att n:	Mr . Richard Levey, Chairman, Board of Supervisors
E-Mail: Scott Grossman, PSM, Senior Vice President, Donald W. McIntosh Associates, Inc. <sgrossrrnin@dwm a.com>
Project:  Centerline Drive Segments A & B - Nemours Pkwy & Tavistock Lk Blvd, Orlando, FL	CFL 19259 REV 1
CFL Is pleased to provide a revised proposal to Greeneway Improvement District based upon scope of services requested by Scott Grossman of D.W. McIntosh Associates (DWMA), may be subject to change should the requirements change, is valid for thirty (30) days from date of proposal, and is Non-Transferrable.
SCOPE OF SERVICES· See Page 2 for Information/Limitations
Geophysical Horizontal Utility Locating: ZD Ground Penetrating Radar (GPR) and Electromagnetic (EM)
CH will utilize 2D GPR and EM technologies to horizontally locate underground utilities within the 3 red outlined areas (Sel!ments A & B) as shown on the attached image. The exact locate areas will need to be desionated at time of work by DWMA.
CFL WIit use paint and flags to mark located utilities.
CFL will provide a technician's field drawing of located utilities.
CFL's scope of services does not include the locating of abandoned utilities that are no longer locatable, vacant conduits, gravity sewer, storm lines, small Irrigation lines, and low voltage lines.

Client is responsible for ensuring that all electrical and lighting systems are energized and that all lights with outdoor light sensor systems are in use at time of locate work.
Notes:
If available, CFL requests that client provide as-builts, engineering prints, etc. of existing utll/ties.
GPR Scans & EM Locating can only be performed in accessible areas that are clear of obstacles such as construction materials, pipes, vehicles, machinery, dirt/materials mounds, landscaping, trees, uneven terrain, water, etc.
If needed, CFL can provide a quote for additional detection technologies such as 30 GPR, 3D GPR Array, Magnetometer, and Direct Pushes that typically provide additional/more comprehensive data.
Vertical Excavations - Dirt Soft Digs See Item E for Soft Dig Information/Limitations.
CFL will vertically expose up to 8 horlzontally located utilities within sites to be designated by DWMA .
WEEKDAY DAYTIME COST
Geophysical Horizontal Locating: -  --   -  --  -   -    -    -    - -   -	- - - ---····-	- ······-··- ····--	·- $ 5,655.00
Vertical Excavations - Up to 8 Dirt Soft Digs - (5 Hofe Minimum Charge App/icable) •-···-- ·	$ 2,200.00•
*Dirt Soft Digs over B will be Invoiced at $275.00 per hole.
PAYMENT
A Lump Sum invoice will be submitted via e-mail to client upon completion of locate work.
Lump Sum amount is due In full with no Job retainage .
Payments not received within 30 days of date of invoice may result In legal actions.
SCHEDULE
A worlc stan date will be provided upon receiving an Authorization to Proceed .
Regards,
SeUIM4
Sandra Ric kerson, President Central Florida Locating, Inc.

ca
E-    AIL Address forlnvo lc    ,•-..:.         _;:......1_..-   _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _     _

AIL EXECUTE{) DOCUMENT TO : Contracts@cfl-inc.com

Innovative and Reliable Solutions

Terms and Conditions

Central Florida Locating, Inc.
... CFL Geological Solutions
(Al LIMITS Of GPR AND ELECTROMAGNETIC SERVICES; If Sef111ces a r, 1 Provided

Page2

CFL will make every effort to horizontally detect the underground utilities, objects or voids described in the Scope of Work or as requested at the time of work within the designated work area(s). However, CFL cannot mark utilities/objects/voids that are undetectable. Therefore, CFL connot guarantee that all subsurface utilities/objects/voids will be accounted tor.
Locate limitations that CFL will not be held liable for include but are not limited to: GROUND PENETRATING RADAR (GPR):
GPR ln11estl gations are highly site specific and can be limited by attenuation of GPA signals by subsurface mate rials.
GPR Investigations are limited by unl'ven terrain conditions, bushes, trees, debris, etc.
All vertically stacked utilities/objects may not be detected since GPR signals are reflected by the top most utlllty/obje ct. Some utilities/objects may not return a reflected signal to the GPR r eceiver.
GPR scans cannot be made immed iat ely next to buildings/objects due to equipment restrictions.
Pipes with little or no liquid content at time of locate work may not be detected with GPR,
EU:CTROMAGNETIC LOCATING:
The number of access points within designated locate area(s) may be limited or non-existent. Utility or property owner may restrict or de11y the use of utility access point s.
Utility may not adequately carry the imposed current from the electromagnetic locate equipment.
Fiber & other non-metallic lines with no or non-working tracer wire arc untoneable with electromagnetic locate equipment.
(Bl DESIGN ENGINEER and CONTRA CTORS
Due to locate limitations, the client's/owner's Design En eln eer is expected to gather and id ent ify existing facility information from various prints and underground facility owners/operators to confirm that no other subsurface utilities/objects are present in the project area, and Contractors are responsible to abi de by Florida Statutes 556.106 · Sunshine 811 .
(Cl FIELD DRAWINGS/PRINTS/REPORTS
CFL is not liable for any print,survey, field drawing or report that identifies or fails to identify CFL detected utilities or objects. CFL field drawings represent the requested scope of services within designated area(s) as of date of work; may not reflect a comprehensive utility survey of all subsurface utilities/objects; are not technical drawings created by a professional such as surveyor , engineer, or draft sman ; are not drawn  to  scale  and  only depict  an  approximate  location  of  referenced utilit ies/ objects; are not created based on any type of drawing standards; and are for informational purposes only.
{Dl MACHINE DEPTHS: If Service ls Provided
Machine depths are approximate readings, ore not guaranteed depths . are provided for Informational purposes. only, and should not be relied upon for any type of subsurface work. CFL will not accept any responsibility tor actions taken based on provided machine depths.
(El VERTICAL EXCAVATION (DIRT SOFT DIG): Information/Limitations: If Service Is Provided
Soft Digs are made within grassed or otherwise unpaved surface conditions to a maximum depth of approximately 8 feet to determine the depth of the utility/object. If requested. CFL also will provide the size and material type.
Soft Dig vertical depth measurements are made from the top of each exposed utility/object to the ground surface.
The vertical depth range and visual inspection ability is dependent on events such as ground water level,
Client must obtain/provide CFL with any required soft dig permits before soft dig work is performed. Client will beresponsible for any permitting soft dig fines assessed by governing agency.
{Fl CORE BORE WITH VERTICAL EXCAVATION (DIRT SOFT DIG): Information/Limitations: If Service Is Provided
A Core Bore Is made in asphalt or concrete to vertically expose a utility/object to determine the depth of the utility/object from the top of the utility/object to the pavement surface.
Vertical Excavation limits apply (See Item E).
Test hole will be backfilled with llke materials compacted In 6" llfts or with a flowable fill mixture.
The current asphalt thickness will be replaced with double asphalt thickness .
Asphalt/Concrete Core Bore Permits are to be furnished to CFL bv the client prior to work b11lng sche duled . Client Is responsible for cost of all permits, MOT, Traffic Control , and any permitting fines assessed by gove rn ing agency.
(GI DIRECT PUSH SOIL SAMPLING: Information/Limitations: /(Service Is Provided
Direct Push Soll Sampling limitations that CFL will not be held liable for include but are not limited to:
Di rect push rods may not penetrate to desired depth due to subsurface sediment and/or material hardness.
Direct push rods may not penetrate through consolidated sediment, rock and/or debris.
{HI CERTIFICATE OF INS (COi): New/Revised COi Request.s
Client COi requirements must be provided to CFL prior to the Authorization to Proceed being issued .
CFL will invoice client for all costs associated with client COi requirements that incur billable charges to CFL.

Innovative and Reliable Solutions

OCPAWebMap

....   ,-...,.-.,..,-=-- -

MafOr ltGI PubllcR Glllcl fl
-	-

CFL Utility Locate Site:
Nemours Pkwy and Tavistock Lk Blvd Orlando, FL
Center line Drive Segments A & B Locations

EXHIBIT A
WORK SCOPE AUTHORIZATION/AGREEMENT LETTER FORM

9-20-19
Greenaway Improvement District 12051 Corporate Blvd
Orlando, Florida 32817

Subject: Central Florida Locating, Inc. - Proposal 19259 REV I - Centerline Drive Segments A & B

Consultant submits this work authorization to provide Services Greeneway Improvement District. We will provide these services pursuant to our current Agreement dated September 20, 2019 (..Agreement") as follows:

Scope of Work

 		A. (GPR of Centerline Dr Segments A & B)
[Code]

 		B. (Vertical Excavations -Dirt)
[Code]

$5,655.00

$2,200.00

 		C.  (insert work description)	$
TOTAi..--  -- --- - -· -  -   --   - - -	-	-	·	$7,855.00

Compensation

Consultant will be compensated for this work at the quot<!d lump sum amount or al the hourly rates and
direct costs established pursuant to the Agreement.

This Work Scope Authorization, together with the Agreement, represents the entire understanding between Greeneway Improvement District and Consultant with regard to the referenced Work Authorization. lf you wish to accept this Work Authoriza tion, please sign both copies where indicated and return one complete copy to our office (executed electronic scanned copies are acceptable). Upon receipt, we will promptly schedule our services.

Sincerely,

By:
Title·

/0 .I J.11

[Date]

[Company]

[Project No.]	(Work Authorization No.]

GREENEWAY IMPROVEMENT DISTRICT

Recommendation for Work Authorization/ Proposed Services

Project Name: GID- Centerline Drive Segment C & D

Brief Description:	Underground locates for Centerline Drive Road Construction Plans.

 Name of Consultant N endor:	Central Florida Locatin  , Inc.	

Is this work pursuant to an existing Agreement?

 If so. name and date of Agreemen t:

v" Yes	 		No

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

---	No

Are the services required contemplated in the Capital ImprovementPlan?	(	Yes	 		No

Is this a continuation of previously authorized work?	 	

Yes

I	No

Proposal attached:	Yes

---	No

Form of Agreement Utilized: _P_r_o_._p_o_sal		_

Amount of Services:

Recommendation:

$ 15,395.00	

/	Approve	Deny

 	

'1--

By:	/4"/45
Greeneway Improvement District Construction Committee

c:		Jennifer Walden Tucker Mackie Jeffrey Newton Lynne Mullins

Centrvl Florida Locating, Inc.
...CFL Geolaalcal Solutions
Date:	9-20-19
Client:	Greeneway Improvement District, 12051 Corporate Blvd, Orlando, FL 32817 Att n:	Mr. Richard Levey, Chairman, Board of Supervisors

POBoJ11468
Bushnell, FL 3351.3
833 -229-2227
cfl-/n c.com

E-Mail: Scott Grossman, PSM, Senior Vice President, Donald W, McIntosh Associates, Inc. <sgrossrna n@dwma.co m> Project : Centerline Drive Segment C - Centerline Cr. & Laureate Blvd, Orlando, FL;

Centerline Drive Segment D- Centerline Dr & Kellogg Ave, Orlando, Fl

CFL 19258 REV 1

CFL is pleased to provide a revised proposal to Greeneway improvement District based upon scope of services requested by Scott Grossman of D. W. McIntosh Associates (DWMA), may be subject to change should the requirements change, is valid for thirty (30) days from date of proposal, and is Non-Transferrable.
SCOPE OF SERVICES· see Page 2 for Information/Limitations
Geophysical Horizontal Utlllty Locating: 2D Ground Penetrating Radar (GPR) and Electromagnetic (EM)
CFL will utilize 20 GPR and EM technologies to horizontally locate underground utilltles within the 3 red outlined areas (Segments( & D) as shown on the attached images. The exact locate areas will need to be designated at time of work by DWMA .
o Segment D Note: Information provided to CFL does not show utilities running west of the Intersection within the red outlined area. CFL's proposal is based on this infor mation. If utilities are found during horizontal locating, CFL will submit a Change Order for additional locate time.
CFL will use paint and flags to mark located utilities and will provide a technician's field drawing of located utilities.
CFL's scope of services does not Include the locating of abandoned utilities that are no longer locatable, vacant conduits, gravity sewer, storm lines, small irrigation lines, and low voltage lines.
Client is responsible for ensuring that all electrical and lighting systems are energized and that all lights with outdoor light sensor systems are in use at time of locate work.
Notes:
Jf available, CFL requests that client provide as-builts, engineering prints, etc . of existing utilities.
GPR Scans & EM Locating can only be performed in accessible areas that are clear of obstacles such os construction materials, pipes, vehicles, machinery, dirt/materials mounds, landscaping, trees, uneven terrain, water, etc.
If needed, CFL can provide a quote for additional detection technologi;,s such as 3D GPR, 3D GPR Array, Magnetometer, and Direct Pushes thal typically provide additional/more comprehensive data.
Vertical E>ccavatlons - Dirt Soft Digs See Item E far Soft Dig Information/Limitations.
CFL will vertically expose up to 8 horizontally located utilities within sites to be designated by DWMA.
WEEKDAY DAYTIME COST
Geophysical Horizontal Locating: ------------------------------·------------------··	-·-·$13,195.00
Vertical Excavations - Up to B Dirt Soft Digs - {5 Hole Minimum Charge App licable)· ··· -  · - ·· --- - · - · · ---- -  · · -	- ·-$ Z,200.00*
"'Dirt Soft Digs over 8 wll/ be Invoiced at $275.00 per hole.
PAYMENT
A Lump Sum Invoice will be submitted via e-mail to client upon completion of locate work.
Lump Sum amount is due in full with no job ret alna ge.
Payments not received within 30 days of date of invoice may result in legal actions,
SCHEDULE
A work start date will be provided upon receiving an Authorization to Proceed,

Regards,

sa,u1,ea,
Sandra Rickerson, President central Florida Locating, Inc.
AUTHORIZATION TO PROCEED (ATP) - Executed CFL Proposal

-------\9---------

ATP - Client   ga	·	to proceed and acknowledges that scope of services, compensation, payment terms, and terms			I are accepted .
Cllen	istrict	Date:	\6-1.S-
By:-	-H----'-"-"-='- <i\-,,,<-+-'-""----- 1---	-	Printed Name: 	    \{\t:oQ-d  l t-'\I C: .J.

Printed Name of Authorized Agen0-
Job N	 	  E-MAIL Address for Inv	 	 E-MAIL EXECUTED DOCUMENT TO: Contracts@cfl-inc.com
Innovative and Reliable Solutions

Terms and Conditions

Central Florida Locating, Inc.
ouCFL Geological Solutions
(Al LIMITS OF GPR AND ELECTROMAGNETIC SERVICES: t( Se rvfcas are Provided

Pagel

CFL will make every effort to horizontally detect the underground utilities, objects or voids described in the Scope of Work or as requested at the time of work within the designated work area(s). However, CFL cannot mark utilities/objects/voids that are undetectable. Therefore, CFL cannot 1uarantee that all subsurface utilities/objects/voids will be accounted for. Locate limitations that CFL will not be held liable for include but are not limited to:
GROUNO PENETRATING RAOAR (GPR):
GPR Investigations are hlshly site specific and can be limited by attenuation of GPR signals by subsurface materials.
GPR Investigations are limited by uneven terrain conditions, bushes, trees, debris, etc.
All vertically stacked utilitles/objects may not be detected since GPR signals are reflected by the top most utili ty/object. Some utilities/objects may not return a reflected signal to tMe GPR receiver.
GPR scans cannot be made immediately next to bulldlngs/ob)ects due to equipment restrictions. Pipes with littl e or no llquld content at time of locate work may not be detPcted with GPR.
ELECTROMAGNE11C LOCATING :
The number of access points within designated locate areafs) may be limited or non-existent, Utility or property owner may restrict or deny the use of utility access points.
Utility may not adequately carry the imposed current from the electromagnetic locate equip ment .
Fiber & other non-m tallic lines with no or non-working tracer wire are untoneable with electromagnetic locate equipment.
(Bl DESIGN ENGINEER and CONTRACTORS
Due to locate limitations, the client's/owner's Oes lgn Engineer Is expected to gather and identify existing facility information from various prints and underground facility owners/operators to confirm that no other subsurface utilities/objects are present in the project area, and Contractors are responsible to abide by Florida Statutes 556.106 - Sunshine 811.
(Cl FIELD DRAWINGS/PRINTS/REPORTS
CFL is not liable for any print , survey, field drawing or report that identifies or falls to Identify CFL detected utilities or objects, CFL field drawings represent the requested scope of services within designated area(s) as of date of work; may not reflect a comprehensive utility survey of all subsurface utilities/objects; are not technical drawings created by a professional such as surveyor, engineer, or draftsman; are not drawn to scale and only depict an approximate location of referenced utilities/objects; are not created based on any type of drawing standards; and are for informational purposes only .
101 MACHINE DEPTHS: l[Servlc11 Is Provldsd
Machine depths are approximate readings, are not guaranteed depths, are provided for informational purposes only, and should not be relied upon for any type of subsurface work . CFL will not accept any responsibility for actions taken based on provided machine depths.
(El VERTICAL EXCAVATION (DIRT SOFT DIG): Information/limitations: If Service fs Provided
Soft Digs are made within grassed or otherwise unpaved surface conditions to a maximum depth of approximately 8 feet to determine the depth of the utlllty/object. If requested, CFL also will provide the size and material type.
Soft Die vertical depth measurements are made from the top of each exposed utility/object to the ground surface.
The vertical depth range and visual inspection ability is dependent on events such as ground water level.
Client must obtain/provide CFL with any required soft dig permits before soft dig work is performed. Client will
be responsible for any permitting soft dig fines assessed by governing agency.
(Fl CORE BORE WITH VERTICAL EXCAVATION (DIRT SOFT DIG): Information/limitations: If Service Is Provldqd
A Core Bore is made in asphalt or concrete to vertically expose a utility/object to determine the depth of the utility/object from the top of the utility/object to the pavement surface.
Vertical Excavation limits apply (See Item E).
Test hole will bebackfilled with like materials compacted In 6" lifts or with a ftowable fill mixture.
The current asphalt thickness will be replaced with double asphalt thickness.
Asphalt/Conc;cete Core Bore Permits are to be furnished to CFLby the client prior to work being scheduled. Client is responsible for cost of all permits, MOT, Traffic Control, and any permitting fines assessed  by  governing agency.
IG) DIRECT PUSH SOIL SAMPLING: Information/Limitations: If Service Is Provided
Direct Push Soil Sampling !Imitations that CFL will not be held llable for Include but are not limited to:
Direct push rods may not penetrate to desired depth due to subsurface sediment and/or material hardness.
Direct push rods may not penetrate through consolidated sediment, rock and/or debris.
(HJ CERTIFICATE OF INS (COil: New/ Revised COi Requests
Client COi requirements must be provided to CH prior to the Authorization to Proceed being Issued.
CFL will Invoice client for all costs associated with client COi requirements that incur billable charges to CFL.

Innovative and Reliable Solutions

OCPAWebM11p	Mallrl   ftOllle	-·-	Pr

Pul:Gcftoaa,	en

RI!

. 	?_r

CFL Utility Locate Site: Centerline Cr. and Laureate Blvd Orlando, FL
Centerline Drive Segment C Location

	OCPAWebMap
1'11111111
lllmpl18	e	CFL Utility Locate Site: Centerline Dr and Kellogg Ave	
	
 	_	
_	
_	
_	
_	
_	
_	
ft
_	Orlando, FL
Centerline Drive Segment D Location	

.

CFL will locate underground utilities within the red outlined area.
*Note: Information provided to CFL does not show utilities running west of the intersection within the red outlined area. CFL's proposal is based on this information. If utilities are found during horizontal locating, CFL will submit a Change Order for additional locate time.

EXHIBIT A
WORK SCOPE AUTHORIZATION/AGREEMENT LETTER FORM

9-20-19
Greeneway Improvement District 12051 Corporate Blvd
Orlando, Florida 32817
Subject: Central Florida Locating, Inc. -Proposal 19258 REV 1- Centerline Drive Segments C & D Consultant submits this work authorization to provide Services Greeneway Improvement District.  We will
provide  these  services  pursuant  to our current  Agreement  dated September  20, 2019  ("Agreement")  as
follows:

Scope of Work

 	
[Code]

(Code]

(GPR of Centerline Dr Segments C & D)

(Vertical Excavations -Dirt)

$13,195.00

$2,200.00

 		C. (insert work description)
TOTAL-------------------------'-------------------------

Compensation

$
$15,395.00

Consultant will be compensated for this work at the quoted lump sum amount or at the hourly rates and direct costs established pursuant to the Agreement.

This Work Scope Authorization, together with the Agreement, represents the entire understanding between Greeneway Improvement District and Consultant with regard to the referenced Work Authorization. If you wish to accept this Work Authorization, please sign both copies where indicated and return one complete copy to our office (executed electronic scanned copies are acceptable). Upon receipt, we will promptly schedule our services.

Sincerely,

By:		k Ot_ /JUk---'
Title: President

-  -  -  - - -	-  --	-

[Company]

[Project No.]	[Work Authorization No.]

MEMORANDUM

DONALD W. MCINTOSH ASSOCIATES,  INC.	DATE:

TO:

FROM:

RE:

October 15, 2019

Greeneway Improvement District Board of Supervisors

Donald W. McIntosh Associates, Inc. District Engineer

Construction Contract Status

Dear Board Members,

CIVIL ENGINEERS

LAND PLANNERS

SURVEYORS

Please accept this correspondence as a current summary of our construction contract status. Listed below by project is a brief summary of recent contract activity. Copies of the latest Change Order logs are attached.

Nemours Parkway Phase 6 - Jr. Davis Construction, Inc./ BrightView

Construction Status: Jr. Davis Construction completed the erosion repair on 10/9/19. Repairs to damaged sidewalk, landscape and hardscape are scheduled for the week of 10/14/19. Punch list walk is anticipated 10/18/19.

Change Order (C.O.) Status: None at this time.

Recommended Motion: None at this time.

Nemours Parkway Phase 7 -Jr. Davis Construction, Inc.

Construction Status·: The roadway has been fully paved and striping, landscaping and asphalt
trail are complete. The lift station is substantially complete and start up is pending OUC electric installation, which is currently anticipated in early-November. Substantial completion of the project is anticipated in late-November.

2200 Park Ave. North

Winter Park, FL

Change Order (C.O,) Status: Change Order No. 4 in the additive amount of $49,204.52 for landscape and irrigation revisions, as reviewed and approved by Dix+Hite.

Recommended Motion: Approve Change Order No. 4 in the additive amount of $49,204.52.

32789-2355

Fax 407-644-8318

407-644-406 8

F:\Proj20 3123216\ENGadmin\C\e l 3! 5.docx
http://www.dwma.com

Memorandum

Re:		Greeneway Improvement District Construction Contract Status
October 15, 2019 Page2

Lake Nona Kellogg Avenue Extension-DeWitt Excavation

Construction Status: A preconstruction meeting with the City took place 10/8/19 and construction of the permanent drainage pipe is to commence the week of 10/14/19. The pipe installation is anticipated to take approximately 3 weeks to complete, followed by close-out inspections and certification.

Change Order (C.O.) Status: None at this time.

Recommended Motion: None at this time.

Should there be any questions, please do not hesitate to call. Thank you.
End of memorandum.

c:		Larry Kaufmann Scott Thacker Troy Davidson Dan Young Tarek Fahmy

.	..0 O 1\lAL D.. _V:V . M .c lN T O S H Associates, Inc.
22□□F P'K	i <WMJE   dm'A'	1ro'fEi!i'i;sAWlf FL□RI□A  32789-2355  • [4Cl7) 644 -4□ss  . FAX (4□71 644-B31s

LAKE NONA SOUTH
Greeneway Improvement District Nemours Parkway Phase 6 Change Order Log
Jr. Davis

C.0 . #	
Date	
Qescriptlon of Revision
I	
Additional
O'ays	
Amount	
Status	New
Contraci Amoun1 Original Contract Date 8/17/H	

To Board	
APl>ri>lr.11 D!lte	

Notti	
		•.				$2,070,587.60				

1	

7/10/2018	

8" Directional Bore	

0	
$	10.874.88	
Approved	
$	2,081.462.48	
7/17/2018	

7/17/2018		

i	

6/20/2018	
Culvert Rai Installation	
0	
$	13,464.00	
Approved	
$	2, .926.48	
7/17/2018	
7117/2018		

7/16/2018	

OCPS sidewalk revision	

30	
$	42.220.54	

Approved	

$	2,137,147.02	

7/17/2018	

7/17/2018		

1	

5/20/2019	
Erosion repair and expanded proteclion al the
north and south ends of the quad 36" culverts	

0	
$	77,713.83	

Approved	
$	2,214,860.85	

5/21/2019	

5/2112019		

										

F:\Forms\Construction\Logs\COD LOGS	CO Nemoun; 6 Greenway (3)	10/15/2019	Page 1

LAKE NONA SOUTH
Greeneway Improvement District Nemours Parkway Phase 7 Change Order Log
Jr. Davis

C.0 . #	
Date	
Description of·Revision	
Additional
bays	
Amount	

Status	N.ew
Cootmet Al110U111
Onginal	Oat	
To Board	

i\pproval Date	
Notes	
						$ , 12 J 76 :78			e	

l	
2/612019	C9nlraci a<fJustment for revision to include scope of work for addendums/plans Issued after bid date.		
$	161,445.97	
Approved	s	6.473.722.75	
2119/2019	
2/1912019		

i	
5/20/2019	Add sanitary and reclaim service laterals intended to serve the Nemours Childrens's Hospital.		
$	12,879 .00	
Approved	s	6.486,601.75	
5/21/2019	
5/21/2019		

;!.	
9/12/2019	
Contract Calendar Extension - Add 60 Days	
60	$	.	

Approved	
$	6,486,601.75	
9/17/2019	
9/17/2019		

!	

9/19/2019	

Landscaping and Irrigation Revisions		
$	49,204.52.	

Pending	
$	6,535,806.27	

10/15/2019			

										

F:\Forms\Construction\Logs\CDDLOGS	CO Nemours 7 Greenway	10/15/2019	Page 1

Greeneway Improvement District
CONTRACT CHANGE ORDER

	Change Order No. 	4_	
Project: Engineer:	
 Nemours Parkway Phase 7	

Donald W. McIntosh Associates, Inc.	Date 	10-/14-/20-19	
Contractor:	Jr. Davis Construction Company		

ITEM NO.	
WORK PERFORMED	DESCRIPTION OF
CHANGE	AMOUNT
+I(-)	

1	
Landscaping & Irrigation Revisions	
ADD	
$	49,204.52	

				

				
Net Change Order Amount    $	 49..,.2. 04.52 

Contract Amount Prior to Change Order $ 6,486,601.75

Revised Contract Amount $ 6,535,806.27
 COMMENTS:	
 	See attached backup provided by Jr. Davis Construction Company.

Acceptable To:

Date:

Approved By:	 	Date:	
Greenaway Improvement District

c: JeffreyJ. Newton, P.E.

lldmadatas\dwmado1a\proj2016116106\CONSTadmin\Prod\Change Order..lCP2 I3

-

NEMOURS PARKWAY PHASE 7 LANSCAPING & IRRIGATION REVISIONS

-

I	JR. DAVIS CONSTRUCTION
210 S. HOAGLAND BLVD.
KISSIMMEE, FL 34741

Jr. Do.is Col'lsttuction Compony, l11e.

Contact: Phone: Email:

CONOR MACNAMARA 407-870-0066
CONOR.MACNAMARA@JR-DAVIS.COM

Quote To:	Greeneway Improvement District	Proposal Date:
Date of Plans: Revision Date:

9/9/19
6/17/19
7/10/19

ITEM	
DESCRIPTION	
QUANTITY	
UNIT	
UNIT PRICE	
AMOUNT	
	GENERAL CONDITIONS					
110	GENERAL CONDITIONS	1.00	LS	3,831.19	3,831.19	
	GENERAL CONDITIONS TOTAL				$3,831.19	
	RECLAIM WATER					
140	ADD- IRRPOC CONNECTION  TO 811  MAIN*	1.00	LS	17,042.93	17,042.93	
	RECLAIM TOTAL		-		$17,04·2,93	
	LANDSCAPE/ IRRIGATION					
165	ADD- CATHEDRAL LIVE OAK 4"	3.00	EA	950.00	2,850.00	
170	ADD - ROOT BARRIER	72.00	LF	10.35	745.20	
175	ADD - SABAL PALM HURRICANE CUT	13.00	EA	335.00	4,355.00	
180	ADD - MUHLY GRASS 3 GAL, 30" OC	1,273.00	EA	14.45	18, 394.85	
185	ADD - TEXAS LONGLEAF JASMINE	2,921.00	EA	4.90	14,312.90	
190	CREDIT - ANNUALS	-127.00	EA	3.60	-457.20	
195	CREDIT- FLORITAM, ST.AUGUSTINE SOD	-1,190.00	SY	5.10	-6,069.00	
200	CREDIT - IRR CONTROLLER	-1.00	EA	12,354.00	-12,354.00	
210	ADD - DUCTILE IRON FITTINGS	4.00	EA	221.00	884.00	
215	ADD- VALVES REMOTE CONTROL TYPE 1- 1/2"	4.00	EA	326.00	1,304.00	
220	ADD- 1-1/2" LATERAL LINES	170.00	LF	2.75	467.50	
225	ADD- 1-1/4" LATERAL LINES	985.00	LF	2.60	2,561.00	
230	ADD - TREE SPRAY ASSY DOUBLE	1.00	EA	67.65	67.65	
235	ADD - 12" POPUP HEADS	215.00	EA	25.55	5,493.25	
240	CREDIT - 611  POPUP HEADS	-215.00	EA	19.65	-4,224.75	
	LANDSCAPE/ IRRIGATION TOTAL				$28,330.40	
GRAND TOTAL	$49,204.52

NOTES:
THIS PROPOSAL IS INCLUSIVE OF CHANGES PER THE REVISED LANDSCAPING DRAWINGS RECEIVED ON 6/17/1.9 AND SUBSEQUENT IRRIGATION ALTERATIONS PER MARKUP APPROVED ON 7/4/19.
*PROPOSAL ALSO INCLUDES THE RECLAIMED WATER, TAPPING SLEEVE, VALVES, IRRIGATION POC &
Page 1 of 2

ABOVE GROUND BACKFLOW ASSEMBLY ADDED IN THE REVISIONS TO THE CIVIL PLANS DATED 7/10/19 .

JDC Reference:1961RFCO04 CC:TBD

Page 2 of 2

-

Pate:	OWi.AiU
·-
tt.. =;

-

.....	[;
CF)

p...	P8

f!la'
ii

 	NEMOURS PARKWAY PHASE 7	
LANDSCAPE	AND  IRRIGATION	P  L A N ;S	-	ISSUE	FOR PERMIT CITY	OF ORLAND	CASE	NO.ENG2018-11778

Prepared	For GREENEWAY	IMPROVEMENT	DISTRICT
F e  b  r  u  a r y	1 3 ,	2  0 ;1   8
& Revised May 29, 2018
& Revised September 04, 2018
& Revised May 24, 2019
FOR REFERENCE SEE PERMIT NO. ENGZOlS-10209

8

:S

:z   0

§

-0:	o

I

p...,:,:
rn O -8
11
; ms

ffii

X      ...-:-;_
><

p...		
ls:	t	
<)	-"
V)	
	u	
?fe.		
§		
	
She.,.Num

LA5.00	

Q if.:

TABLE OF CONTENTS

I

I	SHEET NUMBER	SHEET NAME
I	LAS.00	COVERSHEET
LA$".01	KEYSHllET
IAS. I0 • lA5,l?	LANOSCArE PIANS
AS.'JO	LANDSCAPE NOTES ANO PLANT UST
lA591	LANDSCAPE OETAll.S
lA5.99	IANOSCAPE SPECIFICATIONS
LA601	KEY SHEET
LA6.l0•  IA6 . lZ	IRRICATION PLANS
LA6.90	lRRICATI LEGEND, TABLEli< NOTES
LA6,9I	IRRIGATION DETAILS
LA6.99	IRlUCATION SPECfFICATIONS

•

•	"C   _.._,     'tm    :V	•
....
vt
,:

..
••...••

\ ••

•••••.•. -·
•
··.\

\_

••
..,

'i
t

_             _             _    _             _             _	_

_             _             _             _             _	_

_ _ _

    :_•;1r1Wfi't \'f	6900TAV I S  TOCK   B()ULEVARD, O R1A.N D,O Fl.

fa	-♦-  "V!i,v<

O]CI>

s

8	uW
ri:i	§

H	I	1     00%  L  ANDS CAPE P  LANS	D   I    X.            H I     TE 	NEMOUR	CPHASE7	IIIIIIII!HID

-I>-

- - - - d. L

IJI<8.--'-.I-.

I	KeyS heet	.   '.  '.,\ ".'..".:	GREENEWAYIMPROVEMENTDISTRICT

i
·--·'""_,	,,

		1:1 '00NVlllO 'al!VtJlJlOl:I)l:)Ql$Jfo.\l.L0069
J.OllllSIQ .LN,IW:iM.OlldWl,WJ\\aNmrnD		
.1.1a	.L		

..f} 11}i(. ;it .:-.,--------------,.----
•·ti NJ ,   , ., •	Ull)d :ino.Alll	,,.	t
0
3.LIH'XIO	]

F	:a!..l-!..u.a1.

...---=l-3.S:..V.:. Hd x	N' :.:"::d :::l:::lilo wa N  -	D	-	-	-	-s   N_V1d _H_dv_  :_s:> _C_INV1 _ 0'¾_ 0_01

         ..J,

-11j .::,j_-,1

1,1·ooNVniO·o VATIOOII )l:>OJ.SJAVJ.006?
.l.JDI.LSIQ .I,N:11W!li\OlldJ,\ll ,\V.M.3Nffill!D
1d 'OON V11!0
l 3:SVHd X.V.Mml.Vd SllilOW3.N

SNV1d 3:dV:)SClNVI %001

I
I
:1> ,
I

I

I

I
l	I
!
I
I

LANOSCAPE NOTES
1 CONTRACTOR 15 EX?Eel'mTO CARR'l'OUT M.l.. RB>ONSIEIIUTIES $ TI THESE NOTES ANO IN

Tl-IE l.ANOSC"PE SF'ECIFIO.TIONS. Tl-lEY WU. BEsmiCTI.Y EN'FORCEO BY THE 0\/l.fllElt\..A.
2. AU.Pl.ANT Wi .t.LSHAU.BEFLORIOA•1 OR BBTEA ACOORaHG TOTlC CURRENT GR-'OESl<NOST"'4>AAtl&

Q1Y	BOTANICAL NM!E	COMMON NAME	CONT

REMAF!KS

PLANT SCHEDULE

lREES

-...

""'"""'

3 "1J.Pl.ANT BE:!SSHALL BE DRESSED WITH :r LAYER OF M.J\.CH ALL OTHER AREAS 9-IALL RFcCSVE SOC (SEE PLAN

cotmv,croRSHALLVERIFYALLEXtsTINGUTILITIE:;PRIORTOINST"'-.LATION

LT	10	l.ag•rotroemla 'M"'k ogH·	S tandard Lavendar Crape	fG
Myrlie

B&B only. 1"-16" HT.. 10· SPD .. s· CT.. 4•
Col.. RPG. Full Hoallhy, Florida Fancy ,
Standard

....,....,,,,.

.!Y"NAl'f

--

5    AU.PLNmi	MEET Sl2E. CONT	"°     .:a,c;ac	nQ14, J,,l" U ll'Wl,lr,i..lO"
M'EETING Sl'ECIFICAT10NS SI-W.l. 8E	NQ	TTJ;a:	Qlf1

PS	Phoo nb; sylvestris

Sl,tv H Ont.Ill! Palm

B&B

15' C,T , Matched Hts, Full Hood , Diamond
Cut Trunks, Florida Fancy

t     ,: ow,..::	n,Of, LPLANTBED
Nf.tio..tDJl!l'Ofl!fOWOIICM"IMCM'Tll!t'S OltW'l.L M::a&(Cl !O
-a.oc.•1"'°Ni lv.l'QIIUr4. Al'TWl lNac.uli	o\liOrMll	Oll'1,

av

99	io 1NKW1v lrginian.a Cslhod1al Oak· !Colha<lral Qak

FG

8&9 only, 14"x16' , STD ,, •• Col.. RPG, Full Healthy. Florida Fancy

7 AU.--SHAI..LBEPl,l,NTE01.V2'ANOTl{EES2.lrZ'HIOVEGRAOE CONTRACTORSW\LleE RESPONSIBLE FOR PROPER PUNT HEM.TM IN 0N-Sfl'E 501LS

SP

CONTRACT0RS>(ta,Ll'PJ(IIIJ,ICIOll. TO tlfO STATUSN40
PHOF SO!t NCJ :; IO OlifUIUIIC '!"'C ftiC":'uCl..,... r.t:2"'0"SIOII.AIIOfl.«ilf'Mfil'JO'tHESOtl.llASED
ONTMi RESIATJ.·O, TlCTI5T9 #r.tl,C PIC'lC,ll'Od'Clllll,'="iil:IIW

g CONTRACTOR SliAU. BEFl:ESPON.981.EFOR FINE GFl:ACING GFl:ACll'IG S',,;ALL BE SUSJecT TO THE A1.0F Tt£ LANOSCAPE AFk:HTECT.

10 REFERTOSPEClRC.-,TIONSFQR...oc:mow,LREalrREMEHTS.

SOILSHALLUFRe:FROMUMEROC't<ANDCONSTRIJC'nONOEBRIS

IN THEEVENT OF A CONP'\.ICT B	au.-.NTmES REJ>'RESEHT!:C ONTHE PLAN vs. OUANTrTl!':S
OM	T1C Pl.ANT UST, NE  rv,H	COWTROL

r-

SP12

SHRUB AREAS

IVN

T2

47	!i;abol Palmetto
IA

Q1Y

163

Saba.I Palm

SobOJ Polrno""	lS. bal Palm

BOTANICAL NAME	!COMMON NAME
1ox·vomllori 11 "Nan.a·	I O.,..,arfY 11JJpon Holly

CONT

3 gal

SPACING

30 o c.

Hu:rrle.ol\o cut. See Plans for l-fe5g:t'lts. 36'" Min
Dia . Root Bal, 15 Min. Dia . Trunk. Boots
Shaved Just Below Crown, Clean Trunk

t-f.urrtc:tno cut See P lans for Heights, 35• Min Dia , Root Batt, 11 Dia Trunk Ma•x• Boots Shaved Just Below Crown, Clean Trunk

REMARKS
1 2"'- 1.4 Ht x 12"-14" $ pt'CI. . F , Healthy, 30"
0 ,Q<

ti

<:5

(f)0

08

;;l 0
-

1• c.'ONTR"CTOR SH"1.L MlllNTAlH TREES IN .-_S'TIUJGHT ,t.NC PLUMB POSlllON FOR ONE YEAR
COl'll'R"CTOR Sl-1.t.LL STAKE"1.1.TREES IFR(OUIRED 8V T1-IE JVRISDICTION.

-=·

15 RTOR9,!0VAI.Of TREES.n-lETREEST09£ftETM:>;'ECJ!IMALLH.\'IEPR'OT1:!CTlVETRl:l.

f  lMCG	'1.L 1..m-   1  Mu  h1  cmbergl:g capiHaris	! M  u h  ly  Grass	1  3 g81

ur o.c.

"-'C.: SJ

;

§

1e Olll fl: ON>tMl:Ol#fNIOOU Tl!:';$
Nl r>Cfl\Nf'l'Uff 'IQM.,,tr,l CA,QT01'4:(Wla0Aliic1,,A NJINCLUClei.SOO,'.NO
"1U,,Ol O/l#OO.ctllf'T ..._'1141QHfUlTOIIO

17 i,l:IQC:1,P TIJlll'J,,Utl,llll,Cll"'8,•¥to1QC»OJUC'f il\,NlffllDW.L
1C1.Dc,.a,c r--c -v.oofl!IO"	T011CT"	.ra	NJ..'VJ'ff•
WU."  'tOEJ\U..N,O	.SQIIIIII.N«	"" ,_,.TQ

GROUND COVERS I Q1Y
LM	1,459

BOTANICAL NAME	\ COMMON NAME
Llriope muscari Emc r:ald Godd · ILiriope

C ONT

1 Gal

SPA .CJN G
,a·o . c .

REMARKS	z;
1 Gal. , 6-8ppp, FuA, f<eallhy. 18" O.C.
Triangul3:r Slli.'.lcina

16

OQ/',"°"" . l!TMOl'"	OI

TA

2,921

Tn,ch"Jo,.J'Cnn.1m asiatii:um ·rexas Texas Longleaf Jasmine
Long\eaf

1 gal

18" 0 C

Full In Pot, Healthy

:=	

1 CON'mACTOFt SHALL ANTICF ATE TIEFIR:ST VE FEET ARCIUNCJ 8UILDING PERI WJ..L SECOMP C ANO FCMJNDATI ON9EDS s«;IUl0 6ET!ll.ED ANDl	TO SOSfMNVIGORQUS, HEAL"ll'f'l'PlANT GROWl'H.

SOD/SEED	01Y	I BOTANICAL NAME	COMMON NAME	CONT  !SPACING   REMARKS	i

S O D	SO,798 of §Stonot&pluum, oa,f'ld:!lum
'f lo,ttom·

Florii.m St_ Augttstlne Sod	Solid Sod, Hc,IIJ.hy, Froe of Weeds

!'. : ;;

FIG\M!:J-1
DEPARTIJRE SIGHTTIUANGl.E	,I!.
·L	!I"'	MISC,	TYPE
11'M'ACN'l"'ROACtMC FAOa l.ffTORAIGHT

1	1	MU1.CK	SZnd6ad
-	Natural
:-  "•·  ·	C-1 _.      Sl  fl'tt  Trl.-ol•	ROQTBAq."1U ER	Ota,rOOC. UB24.2
a_     .......,,..•..,.,.	"•'j	t._. o,	I      c,,,_..r.,.
,  _.  .-  ..,  I
.......           	1  =.r .IU.NIO.G:I'   QX.t,111IIIO--'t CI  =TN.a-JO"l   .lf'O
Dr1-'i      1:,,.	Ot

&, IKrlD £ r;K;l!TllN WfOI Ql.1ITANC( (PEJl C>R'El!H aoo )
tl.:::ll'l"t........,.,,. U,CICll,lf'\'l'MNTte
J;;·  ,. -  x - "i!I	•l'Oll'tonCla;J"-=u',n       i.OC,11m..,..,,_.
"-'m?IICJltT.f'4: DIIQllll!IOOlt IIC.TIU6ltDOII
SGHT DI STANCE. LEGEND	tl',il(Q TO',W,car:; lfo::-wt

Pil.o'N•N ,T .S

•  -      . l...._-·. _;ri_;..•,.:M •-_,...,,.,.1, __-"·:,__.-a .l_-_:W·i-__-    .-       .» i•     ta          -•          -}-Jg+"'     -         -i-•       -i-,-  1
..,......,.....,._..,._,.............,,    ..	.        ..,,_,	'9_
-     =	r- '¥i!!'61ll:A    S{.  4   '-  -    ,  , 1   n_.....,.•. •r•- V:---•-•_,--:,.   -••- - ,..r -• 	­
.a,,-._.-   --,,,,_■ ...-.,_._ •rt •IP-,-,-- --  Y'l      ••-  1"" -  fl -i..-   •--- - - -
..--	s.'	7.
__...-,M.	,&-------  -•- •r • ,.·.•-rJ--'-"-"I-IIH-   - ----.  -.-..•-r•w ..-.--••  - --- -•-- '- -
 	......	
f _S Tf.,UCM DS66T	.	tNG DET
@ GH$CATLE. !ITS:	 	
DISTANCE ll;<;£l<0
•1 11\Nf ,.N T.a.	

t.•!Jch;	
f'EMAR,<$

Shredded Hardwood Mulch from Mulch,
Inc

2 ,LF ,..   .....,.	Pl- lo, lo<"-

::."l  ; ::;l=.::F.:-:::  :   :t>,..
1
...., ...-•.  .--
"

•:-...•-  -  ""	•.--.-  ....
:.:.::!:::. .:=.::.:.
.  ...,....,.....,...•.,...-...:.,•-•...,..4•,.1.,,,;•1.-0-.,,.....,,_..,...,.,.......-,,_,,..-...,.,...........,...
,_ ,,,.._• ..,...,, .,...,. Y,,._,...,r_,
r--=----,	=ff:l=:
--	I-
-	1 SEENCTES,Sl"ECIF!C.-..TIOf',ISILLEGENDSHEET
FOR .-..oomoNALINFOmAATION l LutllNG
'    -	VERTICM.l>"TUol
-	nf	2 THE5CALEOFTHISDRAWINGMAYHAVE
itl	CHANCED DUETO REPROCUCT'lON.
3 AU.51Gl,{TUNE'SARECRA'l>N14,S·BACl(FRQM
PLAN	Tl-II. EOCEOFTRJ,,\11:L WAY TO THE DRIVERS
S     i•J  N .IS Limit toGr.und c	Fl:= = =
"""'
FOOT STANDARD 546 - SPECIAL AREAS LIMITED TO GROUNO COVER SCA\.£: N.T.S.	
§
"'
"c5'
CF)

c?
0
8		
:•5
0
g
z
1
0.
0.
J
j"	
				
			Sb ctNumk-
LA5.90	

...

ia,-1;.:-
Pl,ANV1EWQ"SJAKIH9

@	Ela PLA"'11iG llff_..,L	
citCX.S Z s::Ti>M• tLf.&	

IUIGTORSMAl.l#,SSURF. PfRCOU,.TklNOfAU.Pl,\Nll'IG PITSPRIORTOINSTAU>-TION	

TRUNK:SW.FT S         BE 90	TRUNK SHAFT SHAU. 8E 110
ur--OEGREESTOTI-l'EGROOND	DEGRE!!STOTilEGROUNO
                      TV,OlAVERSOFBlJRLAPTO	TWOLAYE OFBURl,,J.PTO
PAU(iTRUNK!=......	PAOTECrPAI.MT'AUNI(
fl'K T ,r          1r ..,_Vo0:IC ... 'Tnl)W1"6	FIVEZ'i r•ll"PINEWOOO e.-.TTENSl'.ITH
W,0,rt'Q.lf,NG,TU  lol	Tw:> srta BANOS TO SECURE BAT"TENS
.:-.r ,<icallJIU<D. «MNI.	THID- I T ,r    1911'¥i000	TI:IC.
TOMJ'TPIIL Clllro'ltaJCUJUTOCMTiil	•o_.TTOIII Olll"',f,.-.0.:.wtR .
PAUIISPI..NIT'EDATOR!GIN"'-•temrr:       00 NOT OAAIAGE ROOT INITIATION ZONE
_....,r...-,orr-oi;	MINIMUM J" MULCH T"'CK
.rT8EUlrr.U ­	':!'TREEWB..l
l'IIIC\,t,(J OI' 12	1"RO"AOECI.EARN«XAROUNDl'IOOT OF 12'
CNAU.IIOl;a    ro,tl!OTTo.t,-:,«'C	ON ,.._L9CIESN<Jlf"0NBOTIOM PROVIDE
-  l 1	AF'PffOP1'tlATEPALM-SPECFICTIME-ltEL SE
-:o,,a     ..:.n..W1111i• ro	FERTN.JlER PER MANUl'ACTIJRER'S    RATIO
RECOIM.4ENOATIONS. USE &-2 ,1 2-4 Mg

      SABAL PALM PlANllNG	SPEg_MEN PALM PLANTING	
@  PALM PU,/ITING	
P\Nl•t'T.S.
r-<' .
.,J,.b	o
--	«:;;:,. .
f	smE ET1TREE SEEPLANFORLCC:ATlON

CONCRETEW.-,LK
OR:TRAIL	

........ m,
i;;-._._
•""'= ID•tt-,
"""'""

.....	t;
Bl
s
i
r ;0§
-><

 		; ;
- -. - 5c= i!id	

@	

ROOT 8AAR1_E_R PINI		·:.=lll=rn	---
 	     !	1)\.1CP IIII	\_ '-" AREA"'\
@ ROOT  ER	SECTION	@ _UGHT POCE, Ul1lflV 90J<. & SIGN M\JlCI<rA:REA5  	
liltt:TION •H 1..a:	I    ftl.>.H.. HT.IJ	?

SHRUBSANOC5ROllNOCOIIER$ADJ,1,C!NTT0,;1JRVEO
8 EDGESSIIAI.L EPLANTCOlt.lltOWSPNW..lELTOTI<
CU'!IIEDEOGE. CJRVEQE'OGESlOKVESIYSMOOTli
@  		•-- ••-    ....--  --  .--·..·-..  -   -         -	.!!!!..!?!2.
SHAUeSN«JGfOJN INSMAU.f RECTll.lHEAA
C     DR:JiH	fs
NP! CAI.Sl<llUB I.AVOUT	.  -..--...•..f..Q..-Q!-EiElt EX-IS-TINO-"gJrl:   ."C¢W>ACTEC"SUB'S01Ll.FAACTORJNG-f.-.,.----
I       OAa:ECJJQtt, l'c.T,	CftOS:S5ECTIOJi•RT,S		
3CF)
cJ
CF)

if!.
§	
;:.:;
C
E
.;j
i
0
;z
.E,§
Q.
0.
B
.":l	
	11\AA • fl,T..a..						

_,..,_					

@	

TYPICAL SHRUB PLANTING PLAN•NT.S					
					ShtttNumb,,,-
LA5.91	

;

-----	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	- ·

Conor MacNamara

From: Sent: To:
Cc:
Subject:

Paul Stephens <pau l.stephens@tavistoc k.com> Thursday, July 4, 2019 10:49 AM
Conor MacNamara; Troy Davidson; Tarek Fahmy Scott Thacker; Hank Blake; Josh Huynh
RE: Nemours Parkway Phase 7 - irrigation sleeves

I spoke with Lyle yesterday concerning the changes and I'm good if everyone else is. Thanks!

PAUL STEPHENS
Irrigation Specialist

Tavistock Development Company
6900 Tavistock Lakes Blvd, Suite #200
Orlando, FL 32827

C:  (407) 462-7576
paul.stephens @tavist ock.com

www.tavist ockdevelopment .com

From: Conor MacNamara <Conor.MacNamara@jr-davis.com>
Sent: Wednesday, July 3, 2019 3:46 PM
To: Paul Stephens <paul.st ephens@t avistock.com>; Troy Davidson <troy.davidson@t avist ock.com>;Tarek Fahmy
<tfahmy@dwma.com>
Cc: Scott Thacker <scott.thacker@tavistock.com>; Hank Blake <Hank.Bla ke@jr -davis.com>; Josh Huynh <Josh.Huynh@jr­ davis.com>
Subject: RE: Nemours Parkway Phase 7 - irrigation sleeves

EXTERNAL E-MAIL

Apologies gents, please see revised attachment.
3DTree made some slight adjustments to the plans sent earlier today, they feel this new layout may work bett er. Please review and advise if they can proceed as shown.

Thanks,

Conor MacNamara Project Engineer

111111111a

Jr. Davis Construction Company, Inc.
160 International Parkway

:1 'OONYTIIO'CJn'J\!11(K)8 )OO.LSll\V.L0069
.L'.JllUSIO J.N!!WilAOlldM AVh\3N11!ll!O
1:1 'OONvnl O
   l lSVHd A.VA\)l\l\7d SllflOW.HN 

U"(dUOJleJIJ.UJ

SNVld NOUV!>nnD %001

0....
j

I

.I  (     •-

.• I

I
I I
ll
I '

1 1 I I
I' I

-

·-- ..... _
... .._..._
--... --

' j
,, i

I
I

I
-     -    -	I
I

';'J

.	l i/ :
!  /1  ;

I' • • I.

./ .	I )  l' 1
,·-	1 1' 1
:	11 ;'

.	..	I   I	I

t

!

I

I

·--	I
/	I
ll ii
---. -·--	I

..	:	(
.	.-sl ; '
,,	:	I
:	, -

. I I	I

I

I

/,	/	I
j I
I /1

/1:

..  I' :1

I ! :
I
.I

I

.,

I	(

I

-	,I _  i ; 	I

I

1-   .	I

I

- -	l I
I
I

I

·-· .

j	'+	I
I

I

I I I
I I I

-.....

l!W/1
·• .....

.  - -
"

'-    ...   .	'
'

SNVld NOI.LVDilllll %001

- . I

M0138 33S :3Nl1H01

H

I I I
I

.

I

.	I
,I
I

I

,,,,"I

I
w

J/
I f
I

I I	l ,

I  I
' I/
1
1

: }:.J ',/j	I/
.    I     - -)     .rt"'. 	I
'-•·..

:	rI,/
)   I,

I

--- 	I
I I
§	I

<.f-

'µ1/
I
,I

m -·- - - -	I 	I
::,
- ---	I
1
Q)	'I
- -	--  •	r' 	I

a>- - - - 1	1

I

m

-- - -

I

I 1

m	,,I 	I

- ,..,\. ;1f	1I!'

:	ff

.

-	·-- J '

/,	1	1/
1	I

•

•

1
1

1    1_	}! i            I-l I
-    I    i ,
-	_·   1  1, :•  }	. -
-	I I         -+ '"'	- -

I I

,	i

,  1	I
1-.:-
-	•	I

I
I
l I I

i	o-	r
·-· .	I 1
1
1

..

i

. . -.

- Jl/r-4i-rriU-i.llJ.-.ll
I
1-	-o

6'
ftq
m-, :n!

 

. -	-- . .	- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -

I·i ! 	I

·:1

l' .f f 1

l   • !	d
I

c-:1lg'.r i '@1

: f J'i

I I

\
I

Ll .
: \;
\ I
1 i
\ l
\  '

I

_ .

r u t 	_

1

.\' 1-I" ·

\ A

I

; , J	)
. \\ l\ j\\l

_,,..

-- -..

'

·,

"

', ...	'
'

I

.         I
I
I  i

I

I	I'

, ,r

I,
/1
j
I IJ   ·11 ,   I  '         I	Ir 11 IIIJ'f - -

J	i J   I    It//'  I    J	'  I       lrtf /1'

•---

/ /

}1111U f	--! f. JU I/!
'l

I

.'	.,:  ... .. '  .'

-	- .,·- ... --- -

I•i  ! //-;IL.:;   i' I	,I   L	r,·  .

1 ·

r! t  I  H. ,lfI	1    071- NJt-.	--

-	' '•
\

',

- -- -

. ._

i,'.
,,f f
I

l H /i 1.

,I    .: llL &.JI /JI .	·- --

-

-  --
CD

en
Fr
CD
£
(1
C:

5·
::,

',.
\
'·
!I    '

rflflJUIL«T,IP1'
4 j

'l

_,/ l	t'

] JII/I
! /1,j//J/

r:n-·

I	I
I      I	/2
\

11,eu1r
·• 1,11•1:m•-     a1i
1,i-P1.'i,1,t!s
iiai•i•
 	I JUl1 ;

11 ­

I

a '

d1a

Ir

8Ja
(  ) _  . .:	-

:]!II

:..--

.. r	b
i,..r"""'.;:;fiail	
JiI		

-
r'
;..

ai-;J-

1, -	-	-	-	-	-	-	-	­

r

W' I·

100% IR RIGATION PLANS	--	,-.c!VlVUR"  C'LUrU\.Vn\''1.I 	,,,.,., I
D JX   .  H IT H

1rrf1,·•,, nr

lt rigation P1an	.,  ..,      .,. .,	GRI!ENl!WAYIMPROVl!MENfDISTRICT

f f f  1•

N	_ _ _ _ _ _ _ _ _

'•i;'l)"i"111-;!'; n"mt.::,rft

6900 TAWTOC'.X BOUUVAR D. OUA i,1. X), R..

t	i•

..... 	

, \. \, \; \g

i•

i

i

•

I
i	...
5

v

..-·::..---····'

·.i.' \.
- .,,--\:
\  \ ;\-·_  ·

\.

K   !AP!

\: '

1

..., 	,.t ,

e
I	v	,1	V

,L,-

,i
, -J. ·'
i

'I(-' ·.
.

-j i  I

' '\ \.

g

,:::

\
, \ ! *

.,

I:.

\..· I   \

, ,

.

.\-

v	-,J	v

,t,,	v	I

. \ ·',\.\. ;,.s-,	; i

·',-
-

'

,

t

'

I

2o·x  2a·  U.£."""'\..  t	.	t	Ir

•

- !
i '	-·-  -··-····--..-··· ·-··-	·· - ·· - ·

·\.f., "\ / • .,,,,,...
·,·,
;-·.;,•

;.

,:c

 ,

a;

H"	h7i

s	-=-

-- H:·	!

.\,\

=

.,,.

4,   liffl  20M'OE  lfflU'N"	SHAU.  E       tto 'TO lHE

i	, •
•
i	a ,
I

\\\

-

\ \,\

--

> ·\•0'".- ,,

-

' \ .,'\ ,
\. ,'.')!:-,..·.\-..:
?. \:"   "'\     \
'

g	(i •

u

3J. -•
"-.r-,

l ,_ iL=9

0;,;_1 a.>-;.f-i j.•   -

Q

! g

I

i	1'
I	.i
J
i
1
""

•.	rfliL
ECT 4R TO EXJSTl,,IG
eR 'Will-\ a·x•- TAPPING
SLEEVE ANO VALVE
{SEE SHEET C71J FOR DETAIL)

,	,, y{ \
' ....,

,..	\
..
NOlES:
1, THE RECLAIMED WATER OIS'ffilBUTION SYSTEM TO BE 0¥/NED AND
MAINTAINED BY THE CITY OF' ORLANDO.
2 , SEE NOTES dt: SPECIF1CAT10NS SHEIT C002 F'DR ADDITIONAL

=HO "=8i  I;"
l:J;i
r---
w

-	--
!

INF'ORMAT10N ANO \IERTlCAL DATUM.
3 . TEMPOR Y Bl.OW-Of'T INSTAll.AltON MAJNS ,• ANO LARG£R.
SE'E SHEET C71J.

4V:lo<
Iai.i.g

Z4:

I.&.    a:::
o   J:!:'

<(>-

...I

-·

ou

w

b

r

I

1

u  I:i

a..

'\	<t-+-m ···-
I

arc «	0'91 RtQ..UUtD ••WI VA»i'S L()CA?El)
OIJT90E  Tl£   OCC,CATtO  Rl	OF- 'fi11.-I,  11«  RtCil.AMO  WATu:
WAIN Sl-tM..I. BE" 'Wln.f J' t:lf 'T1-i£ ct.H t r.,; 1Mt EA$0ltMT,

0z3:	o <

i	l
gl	LI_ _ _ _
J
I

3   RECLAIMED SERVICE
ABO\'£  GROUNO MEl[R
ASSEMBLY ON 8'x5' p-.o
STA,  ±37  +5 3

5. 1'ta.AIM(O WA'l:'Ol U£lER JILAC£M(H·r $H,.ll,J. Bt COQffCINAlEO
'lltTW lMt	llfAT(R 5(CDQN CF 'TI< tfASTtW"1ER
CIN9a(. CCM'ACT EF1 CCUJHS ,u 407- J S- J.3<>1,
THE PR0.ECT SHAU. F"ORE\JER REMAIN THOUT GATED ACa:SS
7 A C(P'f' ()IT ,a: RECLAIMED WAlER EASEMENTS SHAU. BE
SU&u:aTlCO 10 NC Cfl'Y WASTEWATER OtVIS10N PRIOR TO FINAL
ACGEPTAJrol:L

Dlgltallys riedby ka-by l

WO:::-'   □
....1(/)   3
>-   <>
:::,>-
0::
::::;
w

i
t
i iI	'
,         'Yffl \111..., V..,...,t1,aao-N"t	::.

RECLAIMED WATER
tRRIGA TION METER DET,·A. ItLq'

CONm:ACTOR TO PRO\IIDE GPS COOROINATE:S FOR RECLAIMED
WA1ER VALVES Wl1H AS-BUILT DRAWINGS.
t,, far$V L 1[. P,.£. J«Rm'I' a:RW'Y ntAf to tH:C Bal Of
.,,.,	AU D2S11Hc · 1-lA'I: BaN roo Lo:ATtD
AlolD  Tl< LOC4lk:W All:) a.tvA	0£.llJCIT'EO  CJil 'lHUC PLAHS IS
8ASO> OH AC1\J4t	\f.Y, ,	POltTRATl>fO-RAOAR. son
OfG £XC.AVA1'0NS. NC> OlHDt IN0USTlt't' VrntOQS.. I nJRl110t
1.1	,::  0 ,t= ™./'t:CAAD TO
ACCORDANCE	,;:t,,INJft'I.I !,SG F.S., $i.ltlSHINt SlAlt ONE CAU..

OM' -.,,,...00,"4,0W

white

kirby """""'"""""""I

I	...
j,l(WT'O'..H IV
L'llr;...o-l  i..,t......
Clf  _D-0,, t:'XIOJOOll;I0.1
-1 .,0 IOJ ,'Cwr'J0IOU)Q
00K 1o;Q1J!J'S
Datt:l019.072:l1S:11
-O<l'OO'

z
-.:t- t;
i   t,..o.._

LAKE NONA SOUTH
Greeneway Improvement District Kellogg Avenue Extension Change Order Log
Dewitt Excavating

C.0.#	

Date	
Description of Revision	
AddHional
Days	
Amount	
Status	New
Contract Amount
Original Cortract Date	
To Board	
Approval Date	

Notes	
						s1 ,797,324.Sll				

1	

7/12/2018	
Developer Portion - Stabilize Construction Access Road and Import Fill	
0	
$230,500.00	
Approved	
$2,027,824.58	
7/17/2018	

7/17/2018		

l	

8/1/2018	
Add days to contract due to weather	
8	
$0.00	
Approved	
$2,027,824,58	
8/23/2018	

8/23/2018		

l	

9/14/2018	OUC Access Revision - electric and street lighting layout configuration - Kellogg Avenue Extension	
0	
-$2,146.88	
Approved	
$2,025,677.70	

9/18/2018	

9/18/2018		

4	

9/14/2018	OUC Access Revision - electric and street lighting layout configuration - Hartwell Court Extension	
0	
$65,127.18	
Approved	
$2,090,804.88	
9/18/2018	

9/18/2018		

5	

10/15/2018	

Change of Oak Trees to Acer Rubrum	

0	
-$500.00	
Approved	
$2,090,304.88	

10/16/2018	

10/16/2018		

6	

10/16/2018	
Addition of compost to plant area for Canopy Trees ooly	

0	
$1,691.88	

Approved	

$2,091,996.76	

11/19/2018	

11/19/2018		

7	

2/4/2019	
CredK for dirt not imported	

0	
-$124,608.00	
Approved	
$1,967,388.76	
2/19/2019	

2/19/2019		

8	

1/7/2019	Core and connection for SM07 - Soccer Field; Water Service Connection for Soccer Field and Water park	
0	
$19,077.25	
Approved	
$1,986,466.01	
2/19/2019	
2/19/2019		

9	
2/6/2019	
Stop sign and thermopaint	
0	
$1,956.00	
Approved	
$1,988,422.01	
2/19/2019	
2/19/2019		

10	
2/19/2019	
Change of street sign	
0	
$750.00	
Approved	
$1,989,172.01	
3/19/2019	
3/19/2019		

11	
rev 8/26/2019	Drainage improvements along Mure northerly extension of Centerline Drive	
0	
$202,994.27	
Approved	
$2,192,166.28	
8/20/2019	
8/20/2019		

12	
9/17/2019	
(formerly Kellogg CO #10 by Tavistock) Irrigation Repairs	
0	
$2,220.00	
Approved	
$2,194,386.28	
9/17/2019	
9/17/2019		

F:\Forms\Construction\Logs\CDD LOGS	CO Kellogg Greenway	10/15/2019	Page 1

GREENEWAY IMPROVEMENT DISTRICT

Resolution 2020-01,
Adopting an Amended Budget for FY 2019

RESOLUTION 2020-01

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE GREENEWA Y IMPROVEMENT DISTRICT ADOPTING AN AMENDED GENERAL FUND BUDGET FOR FISCAL YEAR 2018/2019, PROVIDING FOR APPROPRIATIONS; ADDRESSING CONFLICTS AND SEVERABILITY; AND PROVIDING FOR AN EFFECTIVE DATE.

WHEREAS, on August 23, 2018, the Board of Supervisors of the Greeneway Improvement District ("Board"), adopted Resolution 2018-17 providing for the adoption of the District's Fiscal Year 2018/2019 annual budget ("Budget"); and

WHEREAS, the District Manager, at the direction of the Board, has prepared an amended Budget, to reflect changes in the actual appropriations of the Budget; and

WHEREAS, Chapters 189 and 190, Florida  Statutes, and Section  3 of  Resolution  2018- 17 authorize the Board to amend the Budget within sixty  (60)  days  following  the  end  of  the Fiscal Year 2018/2019; and

WHEREAS, the Board finds that it is in the best interest of the District and its landowners to amend the Budget to reflect the actual appropriations; and

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE GREENEWAY IMPROVEMENT DISTRICT:

BUDGET AMENDMENT.

The Board has reviewed the District Manager's proposed amended Budget, copies of which are on file with the office of the District Manager and at the District's Records Office, and hereby approves certain amendments thereto, as shown in Section 2 below.

The amended Budget attached hereto as Exhibit A and incorporated herein by reference as further amended by the Board is hereby adopted in accordance with the provisions of sections 190.008(2)(a) and 189.016(6), Florida Statutes; provided, however, that the comparative figures contained in the amended Budget as adopted by the Board (together, "Adopted Annual Budget") may be further revised as deemed necessary by the District Manager to further reflect actual revenues and expenditures for Fiscal Year 2018/2019.

1

The Adopted Annual Budget shall be maintained in the office of the District Manager and the District Records Office and identified as "The Adopted Budget for the Greeneway Improvement District for the fiscal year ending September 30, 2019, as amended and adopted by the Board of Supervisors effective November 19, 2019."

APPROPRIATIONS. There is hereby appropriated out of the revenues of the Greeneway Improvement District, the fiscal year beginning October 1, 2018, and ending September 30, 2019, the sums set forth below, to be raised by special assessments, which sums are deemed by the Board of Supervisors to be necessary to defray all expenditures of the District during said budget year, to be divided and appropriated in the following fashion:

TOTAL GENERAL FUND	$843,335.87	
DEBT SERVICE FUND	$4,815,050.00	
TOTAL ALL FUNDS	$5,658,385.87	

CONFLICTS. This Resolution is intended to amend, in part, Resolution 2018- 17, which remains in full force and effect except as otherwise provided herein. All terms of Resolution 2018-17 that are not amended by this Resolution apply to the Adopted Annual Budget as if those terms were fully set forth herein. All District resolutions or parts thereof in actual conflict with this Resolution are, to the extent of such conflict, superseded and repealed.

SEVERABILITY. The invalidity or unenforceability of any one or more provisions of this Resolution shall not affect the validity or enforceability of the remaining portions of this Resolution, or any part thereof.

EFFECTIVE DATE. This Resolution shall take effect as of November 19, 2019.

Introduced, considered favorably, and adopted this 19th day of November, 2019.

ATTEST:	GREENEWAYIMPROVEMENT DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

Exhibit A:	Amended Fiscal Year 2018/2019 Budget

2

Exhibit A
Amended Fiscal Year 2018/2019 Budget

3

Greeneway Improvement District
FY 2019 Adopted Budget (proposed revised)

	FY 2019	
FY 2019		Adopted	
YTD Actual	Adopted	YTD Variance	Budget	
Budget		(proposed
revised)	

Revenues

On-Roll Assessments	$	430,350.69	$	407,655.75	$	22,694.94	$ 430,350.69	
Oft-Roll Assessments	412,985.18	412,985.20	(0.02)	412,985.18	
Net Revenues	$	843,335.87	$	820,640.95	$	22,694.92	$ 843,335.87	

Supervisor Fees	$	3,800.00	$	7,200.00	$	(3,400.00)	$	3,800.00	
inancial & Administrative
Public Officials' Liability Insurance	2,244.00	2,500.00	(256.00)	2,244.00	
Trustee Services	3,928.39	2,500.00	1,428.39	3,928.39	
Management	39,999.96	40,000.00	(0.04)	40,000.00	
Engineering	9,425.00	10,000.00	(575.00)	9,425.00	
Dissemination Agent	5,000.00	5,000.00		5,000.00	
Property Appraiser	1,672.00	1,500.00	172.00	1,672.00	
District Counsel	25,202.51	22,000.00	3,202.51	25,202.51	
Assessment Administration	7,500.00	7,500.00		7,500.00	
Audit	4,395.00	5,500.00	(1,105.00)	4,395.00	
Travel and Per Diem	244.63	150.00	94.63	244.63	
Telephone	324.83	500.00	(175.17)	324.83	
Postage & Shipping	1,064.01	500.00	564.01	1,064.01	
Copies	2,604.15	2,000.00	604.15	2,604.15	
Legal Advertising	7,130.86	3,800.00	3,330.86	7,130.86	
Bank Fees		50.00	(50.00)		
Miscellaneous	215.55	2,500.00	(2,284.45)	215.55	
Property Taxes	477.29	1,500.00	(1,022.71)	477.29	
Web Site Maintenance	1,280.99	1,250.00	30.99	1,280.99	
Dues, Licenses, and Fees	175.00	175.00		175.00	
Total General & Administrative Expenses	$	116,684.17	$	116,125.00	$	559.17	$ 116,684.21	

General & AdministrativeExeenses Legislative

F

Page 1 of2

Greeneway Improvement District
FY 2019 Adopted Budget (proposed revised)

FY 2019
FY 2019	Adopted
YTDActual	Adopted	YTD Variance	Budget
Budget	(proposed
revised)

Field Operations
Electric Utility Services		
Electric	$	8,009.41	$	5,000.00	$	3,009.41	$	8,009.41	
Water-Sewer Combination Services								
Water Reclaimed	47,078.15	20,0 00.00	27,078.15	43,000 .00	
Other Physical Environment
General Insurance	
2,525.00	
3,000.00	
(475.00)	
2,525 .00	
Property & Casualty Insurance	5,987.00		5,987.00	5,987.00	
Other Insurance		750.00	(750.00)		
Irrigation	48,835 .41	30,000.00	18,835.41	45,000.00	
Landscaping Maintenance & Material	230,639.50	228,636.00	2,003.50	230,639.50	
Tree Trimming	22,410.50	40,000.00	(17,589.50)	22,410.50	
Flower & Plant Replacement	87,844.35	50,000.00	37,844.35	80,000.00	
Contingency	23,156.83	17,614.00	5,542.83	22,422.07	
Hurricane Cleanup		5,000.00	(5,000.00)		
Interchange Maintenance Expenses
IME - Aquatics Maintenance	
3,607 .20	
3,816.00	
(208.80)	
3,607.20	
IME - Irrigation	9,552.16	36,000.00	(26,447.84)	9,552 .16	
IME - Landscaping	99,783.65	88,253.28	11,530 .37	99,783.65	
IME - Lighting	16,040.44	20,000.00	(3,959.56)	16,040.44	
IME - Miscellaneous	3,835.73		3,835.73	3,835.73	
IME - Water Reclaimed	1,079 .56	3,6 00.00	(2,520.44)	1,079 .56	
Road & Street Facilities
Entry and Wall Maintenance	
3,000.00	
3,00 0.00		
3,000.00	
Hardscape Maintenance	4,200.00	3,000.00	1,200.00	4,200.00	
Streetlights	87,717.47	100,000.00	(12,282.53)	87 ,717.47	
Accent Lighting		2,000.00	(2,000.00)		
Parks & Recreation
Personnel Leasing Agreement	
18,333.37	
20,000.00	
(1,666 .63 )	
18,333.37	
Reserves
Infrastructure Capital Reserve	
22,200.00	
22,200.00		
22,200.00	
Interchange Maintenance Reserve	3,146.67	3,146.67		3,146 .67	
Total Field Operations Expenses	$	748,982.40	$	705,015.95	$	43,966.45	$ 732,489.73	

Total Expenses	
$	865,666.57	
$	821,140.95	$	44,525.62	$ 849,173.94	
Income (Loss) from Operations

Other Income (Exeense)	$	(22,330.70)	$	(500.00)	$	(21,830.70)	$	(5,838.07)	
Interest Income	$	5,838.07	$	500.00	$	5,338.07	$	5,838.07	
Total Other Income (Expense)	$	5,838.07	$	500.00	$	5,338.07	$	5,838.07	
Net Income (Loss)	$	(16,492.63)	$	$	(16,492.63)	$	

Page 2 of 2

GREENEWAY IMPROVEMENT DISTRICT

Release and Termination
of Temporary Construction and Access Easement Agreement

Prepared By and Return To:

Sara W. Bernard, Esq. Holland & Knight LLP
200 South Orange Avenue, Suite 2600
Orlando, Florida 32801

RELEASE AND TERMINATION OF TEMPORARY CONSTRUCTION AND ACCESS EASEMENT AGREEMENT

THIS  RELEASE  AND  TERMINATION  OF  TEMPORARY CONSTRUCTION
AND ACCESS EASEMENT AGREEMENT (this "Termination") is made effective as of this
 		day   of   _   _   _   _   _   _  _   _ 	2019,  by  and  between  LAKE   NONA   LAND
COMPANY, LLC, a Florida limited liability company, whose address is 6900 Tavistock Lakes Boulevard, Suite 200, Orlando, Florida 32827 ("Grantor"), and GREENEW AY IMPROVEMENT DISTRICT, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes, whose address is c/o Fishkind & Associates, Inc., 12051 Corporate Boulevard, Orlando, Florida 32817 ("Grantee").

WIT   NE  S S E TH:

WHEREAS, by virtue of that certain Temporary Construction and Access Easement Agreement by Grantor to and in favor of Grantee, recorded December 14, 2018, under Document Number 20180724845, as amended by that certain First Amendment to Temporary Construction and Access Easement Agreement, recorded May 29, 2019, under Document Number 20190331816, both in the Public Records of Orange County, Florida (collectively, the "Agreement"), Grantor granted in favor of Grantee a temporary, non-exclusive easement on, upon, over, under, across, and through the Easement Area (as defined in the Agreement) for access, ingress, egress, and to allow Grantee to complete the design, construction, and installation of the Improvements (as defined in the Agreement) (collectively, the "Easements"); and

WHEREAS, Grantor and Grantee desire to terminate the Agreement and release all rights, title, and interests in and to the Easements.

NOW, THEREFORE, for and in consideration of the mutual covenants and agreements herein set forth and other good and valuable consideration, the receipt, adequacy, and sufficiency of which are hereby expressly acknowledged by Grantor and Grantee, Grantor and Grantee do hereby agree as follows:

The foregoing recitals are true and correct and are incorporated herein by this reference.

Grantee hereby represents and warrants to Grantor that Grantee is the sole holder of the Easements and that Grantee has not made any assignment, transfer, encumbrance, conveyance, or other disposition of any interest in the Easements to any party.

Grantee does hereby release, terminate, vacate, and forever abandon all of its right, title, and interest in and to the Easement Area by virtue of the Agreement. Grantor and Grantee hereby acknowledge and agree that, from and after the date and time of recording of this Termination, the Agreement is hereafter null and void and of no further force or effect.

Grantor and Grantee are hereby released from, and relieved of, their respective obligations arising under, out of, or by virtue of the Easements and the Agreement, which are hereby terminated and cancelled as of the date and time of recording of this Termination.

[SIGNATURES APPEAR ON THE FOLLOWING PAGES]

2
#71102042_v3 623612.02011

IN WITNESS WHEREOF, Grantor and Grantee have executed this Termination as of the day and year set forth below in the notary block.

"GRANTOR"

Signed, sealed, and delivered in the presence of the following witnesses:

LAKE NONA LAND COMPANY, LLC,
a Florida limited liability company

Print Name:_ _ _ _ _ _ _ _ _ _ _ _

By: 	_ James L. Zboril, President

Print Name:- - - - - - - - - - - -

STATE OF FLORIDA	)
)
COUNTY OF ORANGE	)

The	foregoing	instrument	was	acknowledged	before	me	this	 		day	of
-   -    -    -    -    - -   -	2019, by James L. Zboril, as President of LAKE NONA LAND COMPANY, LLC, a Florida limited liability company, on behalf of the company. He is LJ personally known to me or LJ has produced _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
as identification.

(Signature of Notary Public)

(Typed Name ofNotary Public) Notary Public, State of Florida
Commission No.:- - - - - - - - - -
My Commission Expires:_ _ _ _ _ _ _

3
#7110 2042_v3 623612.02011

"GRANTEE"

Signed, sealed and delivered in the presence of the following witnesses:

GREENEWAYIMPROVEMENT
DISTRICT, a local unit of special purpose government established pursuant to Chapter 190, Florida Statutes

Print Name:- - - - - - - - - - - -

By:_	_	_	_	_	_	_	_	_	_	_	_
Name:- - - - - - - - - - - - - -
Title:- - - - - - - - - - - - - -

Print Name:_ _ _ _ _ _ _ _ _ _ _ _

STATE OF FLORIDA	)
)
COUNTY OF ORANGE	)

The	foregoing	instrument	was	acknowledged	before	me	this	 		day	of
2019,	by	_   _   _   _   _   _   _   _   _   _   _ _  _,	as

_  _  _  _  _  _  _  _  _  _  _  ofGREENEWAY IMPROVEMENT DISTRICT, a local unit      of special purpose government established pursuant to Chapter 190, Florida Statutes, on behalf of the    district.        He/She    is    LJ    personally    known    to    me    or    LJ    has  produced
- - - - - - - - - - - - - - - - - - - as identification.

(Signature of Notary Public)

(Typed Name of Notary Public) Notary Public, State of Florida
Commission No.:_ _ _ _ _ _ _ _ _ _
My Commission Expires:_ _ _ _ _ _ _

4
#7l 102042_v3 623612 .0201I

GREENEWAY IMPROVEMENT DISTRICT

Agreement between the GID and Professional Service Industries, Inc. for Geotechnical and Soil Testing Engineering Services

AGREEMENT BETWEEN THE GREENEW AY IMPROVEMENT DISTRICT AND PROFESSIONAL SERVICE INDUSTRIES, INC. FOR GEOTECHNICAL AND SOIL TESTING ENGINEERING SERVICES

THIS AGREEMENT (the "Agreement") is made and entered into this  	
_ _ _ _ _ _ _ _ _ _, 2018, by and between:

day of

GREENEW Ay IMPROVEMENT DISTRICT, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes,  located  in  the  City  of Orlando, Florida, with a mailing address of 12051 Corporate Boulevard, Orlando, Florida, 32817 ("District"); and

PROFESSIONAL SERVICE INDUSTRIES, INC., a Delaware corporation, with a mailing address of 1748 33rd Street, Orlando, Florida 32839 (the "Contractor").

RECITALS

WHEREAS, the District was established for the purpose of planning, financing, constructing, installing, operating, and/or maintaining certain infrastructure improvements and recreational facilities; and

WHEREAS, the District has a need to retain a professional geotechnical engineer to provide certain geotechnical exploration and engineering services as described in more detail herein and in Exhibit A, which is attached hereto and incorporated herein by reference (the "Services"); and

WHEREAS, the Contractor represents that it is licensed, qualified and capable of providing the Geotechnical Services and has agreed to provide such services for the District in accordance with the terms of this Agreement; and

WHEREAS, the District and Contractor warrant and agree that they have all right, power and authority to enter into and be bound by this agreement.

Now, THEREFORE, for and in consideration of the mutual covenants herein contained, the acts and deeds to be performed by the parties and the payments by the District to the Contractor of the sums of money herein specified, it is mutually covenanted and agreed as follows:

SECTION 1. RECITALS. The recitals so stated are true and correct and by this reference are incorporated into and form a material part of this Agreement.

SECTION 2. DESCRIPTION OF WORK AND SERVICES. The duties, obligations, and responsibilities of the Contractor are to provide the services, labor and materials described in the proposal dated May 15, 2018 attached hereto as Exhibit A.  Contractor  shall  coordinate  the Services with other contractors performing work for the District. Should any questions arise as

Page 1 of 8

to the coordination required, the Contractor shall consult with the District's engmeer. Additionally:

The Contractor shall report directly to the District's engineer. Contractor shall use all due care to protect the property of the District, its residents and landowners from damage and shall follow and be responsible for the Services set forth herein. Contractor agrees to repair any damage resulting from Contractor's activities and work within twenty-four (24) hours.

This Agreement grants to Contractor the right to enter the District lands which are subject to this Agreement, for those purposes described in this Agreement, and Contractor hereby agrees to comply with all applicable laws, rules, ordinances and regulations affecting the provision of the Services.

The District is relying on the Contractor as the expert in this field. Contractor shall be solely responsible for the means, manner and methods by which its duties, obligations and responsibilities are met to the satisfaction of the District and in accordance with this Agreement. Contractor shall use industry best practices and procedures when carrying out the Services. Any additional compensation for additional duties shall be paid only as negotiated between the parties and upon the written authorization of the District.

SECTION 3. PAYMENT FOR SERVICES. Contractor  shall  perform  the  Services identified in Section 2 herein in exchange for payment of the total sum of $2,901.00 ("Payment"). Such Payment shall be due upon completion of the Services and submission of a final invoice as set forth herein. This Payment includes, but is not limited to, all permits, parts, materials and labor necessary to complete the Services as described herein. Contractor agrees to render a final invoice to the District, in writing, which shall be delivered or mailed to the District. The District shall pay the Contractor the Payment within twenty-five (25) days of receipt of such an invoice. The Contractor shall maintain records conforming to usual accounting practices. If the District should desire additional work or services not provided in Exhibit A, the Contractor agrees to negotiate in good faith to undertake such additional work or services. Upon successful negotiations, the parties shall agree in writing to a work order, addendum, addenda, or change order to this Agreement. The Contractor shall be compensated for such agreed additional  work or services based upon a payment amount acceptable to the parties and agreed to in writing. No additional services shall be provided by the Contractor unless done at the direction of the District.

SECTION 4. INSURANCE. Contractor shall, at its own expense, maintain  insurance during the performance of its Services under this Agreement, with limits of liability not less than the following:

Workers Compensation

General Liability
Bodily Injury (including contractual)

statutory

$1,000,000/$2,000,000

Page 2 of 8

Property Damage (including contractual)

Automobile Liability (if applicable)
Bodily Injury and Property Damage

$1,000,000/$2,000,000

$1,000,000

Contractor shall provide District with a certificate naming the District, its supervisors, officers, staff, representatives and agents as additional insureds. At no time shall Contractor be without insurance in the above amounts. No policy may be canceled during the term of this Agreement without at least thirty (30) days written notice to the District. An insurance certificate evidencing compliance with this Section shall be sent to the District prior to the commencement of any performance under this Agreement.

SECTION 5. INDEPENDENT CONTRACTOR. It is understood and agreed that at all times the relationship of Contractor and its employees, agents, subcontractors or anyone directly or indirectly employed by Contractor to the District is the relationship of an independent contractor and not that of an employee, agent, joint venturer or partner of the District. Nothing in this Agreement shall be interpreted or construed as creating or establishing the relationship of employer and employee between the District and Contractor or any of its employees, agents, subcontractors or anyone directly or indirectly employed by Contractor. The parties acknowledge that Contractor is not an employee for state or federal tax purposes. Contractor shall hire and pay all of Contractor's employees, agents, subcontractors or anyone directly or indirectly employed by Contractor, all of whom shall be employees of Contractor and not employees of District and at all times entirely under Contractor's supervision, direction and control.

In particular, District will not: i) withhold FICA (Social Security) from Contractor's payments; ii) make state or federal unemployment insurance contributions on Contractor's behalf; iii) withhold state or federal income tax from payment to Contractor; iv) make disability insurance contributions on behalf of Contractor; or v) obtain workers' compensation insurance on behalf of Contractor.

SECTION    6.	COMPLIANCE    WITH    LAWS,    ORDINANCES   AND   REGULATIONS.	In
performing its obligations under this Agreement, Contractor and each of its employees, agents, subcontractors or anyone directly or indirectly employed by Contractor shall comply with all applicable laws, ordinances, rules, regulations, and orders of any public or governmental authority having appropriate jurisdiction, including all laws, regulations and rules relating to immigration and/or the status of foreign workers. Contractor shall initiate, maintain, and supervise all safety precautions and programs in connection with its obligations herein. Contractor shall ensure that all of Contractor's employees, agents, subcontractors or anyone directly or indirectly employed by Contractor observe Contractor's rules and regulations of safety and conduct. Contractor shall take all reasonable precautions for the safety of and shall provide all reasonable protection to prevent damage, injury or loss to all of its employees, agents and subcontractors performing its obligations herein and other persons who may be affected, and any material, equipment and other property. Contractor shall remedy all damage or loss to any property caused in whole or in part by Contractor, its employees, agents, subcontractors or anyone directly or indirectly employed by Contractor, or by anyone for whose acts Contractor may  be liable.  Contractor  shall  indemnify  District  for all damage or losses  it may incur or be

Page 3 of 8

exposed to because of Contractor or any of its employees, agents, subcontractors or anyone directly or indirectly employed by Contractor's failure to comply with the provisions contained herein.

SECTION 7.	DEFAULT AND PROTECTION AGAINST THIRD PARTY INTERFERENCE. A
default by either party under this Agreement shall entitle the other to all remedies available at law or in equity, which may include, but not be limited to, the right of actual damages and/or specific performance. The District shall be solely responsible for enforcing its rights under this Agreement against any interfering third party. Nothing contained in this Agreement  shall limit or impair the District's right to protect its rights from interference by a third party to this Agreement.

SECTION 8.    ENFORCEMENT  OF AGREEMENT.   In the event that either party is required to enforce this Agreement by court proceedings or otherwise, then the parties agree that the prevailing party shall be entitled to recover from the other all fees and costs incurred, including reasonable attorneys' fees and costs for trial, alternative dispute resolution, or appellate proceedings.

SECTION 9.   AMENDMENTS.   Amendments  to and waivers  of the provisions  contained in this Agreement may be made only by an instrument in writing which is executed by both the District and the Contractor.

SECTION 10. AUTHORIZATION. The execution of this Agreement has been  duly authorized by the appropriate body or official of the District and the Contractor, both the District and the Contractor have complied with all the requirements of law, and both the District and the Contractor have full power and authority to comply with the terms and provisions of this instrument.

SECTION 11. NOTICES. All notices, requests, consents and other communications under this Agreement ("Notices") shall be in writing and shall be delivered, mailed by First Class Mail, postage prepaid, or overnight delivery service, to the parties, as follows:

If to Contractor:

If to District:

With a copy to:

Professional Service Industries, Inc. 1748 33rd Street
Orlando, Florida 32839
Attn: Malcolm A. Thompson, E.I.

Greeneway Improvement District 12051 Corporate Boulevard
Orlando, Florida 32817 Attn: District Manager

Hopping Green & Sams PA 119 S. Monroe Street, Suite 300
Tallahassee, Florida 32301 Attn: District Counsel

Page 4 of 8

Except as otherwise provided in this Agreement, any Notice shall be deemed received only upon actual delivery at the address set forth above. Notices delivered after 5:00 p.m. (at the place of delivery) or on a non-business day, shall be deemed received on the next business day. If any time for giving Notice contained in this Agreement would otherwise expire on a non­ business day, the Notice period shall be extended to the next succeeding business day. Saturdays, Sundays, and legal holidays recognized by the United States government shall not be regarded as business days. Counsel for the District and counsel for the Contractor may deliver Notice on behalf of the District and the Contractor. Any party or other person to whom Notices are to be sent or copied may notify the other parties and addressees of any change in name or address to which Notices shall be sent by providing the same on five (5) days written notice to the parties and addressees set forth herein.

SECTION 12. ARM'S LENGTH TRANSACTION. This Agreement has  been  negotiated fully between the District and the Contractor as an arm's length transaction. Both parties participated fully in the preparation of this Agreement and received the advice of counsel. In the case of a dispute concerning the interpretation of any provision of this Agreement, both parties are deemed to have drafted, chosen, and selected the language, and the doubtful language will not be interpreted or construed against either the District or the Contractor.

SECTION 13. THIRD PARTY BENEFICIARIES.  This Agreement  is solely for the benefit of the District and the Contractor and no right or cause of action shall accrue upon or by reason, to or for the benefit of any third party not a formal party to this Agreement. Nothing in this Agreement expressed or implied is intended or shall be construed to confer upon any person other than the District and the Contractor any right, remedy, or claim under or by reason of this Agreement or any of the provisions or conditions of this Agreement; and all of the provisions, representations, covenants, and conditions contained in this Agreement shall inure to the sole benefit of and shall be binding upon the District and the Contractor and their respective representatives, successors, and assigns.

SECTION 14. ASSIGNMENT. Neither the District nor Contractor may assign this Agreement without the prior written approval of the other. Any purported assignment without such approval is void.

SECTION 15. APPLICABLE LAw AND VENUE. This Agreement and  the  prov1s10ns contained herein shall be construed, interpreted  and controlled  according  to the laws  of the  State of Florida. Each party consents that the venue for any litigation arising out of or related to this Agreement shall be in Orange County, Florida.

SECTION 16.	INDEMNIFICATION.

Obligations under this section shall include the payment of all settlements, judgments, damages, liquidated damages, penalties, forfeitures, back pay awards, court costs, arbitration and/or mediation costs, litigation expenses, reasonable attorneys' fees, expert witness fees, and paralegal fees (incurred in court, out of court, on appeal, or in bankruptcy proceedings) as ordered.

Page 5 of 8

Contractor agrees to indemnify, defend, and hold harmless the District and its supervisors, officers, staff, representatives, and agents from any and all liability, claims, actions, suits, or demands by any person, corporation, or other entity for injuries, death, property damage, or of any nature, arising out of, or in connection with the work to be performed by Contractor, including litigation or any appellate proceedings with respect thereto.

Contractor hereby acknowledges, agrees and covenants that Nothing in this Agreement shall be deemed as a waiver of the District's sovereign immunity or the District's limits of liability as set forth in Section 768.28, Florida Statutes, or other statute, and nothing in this Agreement shall inure to the benefit of any third-party for the purpose of allowing any claim which would otherwise be barred under such limitations of liability or by operation of law. This Section shall survive any termination of this Agreement.

SECTION 17. TERM. This Agreement shall become effective as of the date first above written, and shall terminate upon completion of the Services set forth herein and in any amendment hereto, unless cancelled earlier, pursuant to Section 18 below.

SECTION 18. CANCELLATION.  The District shall have  the  right  to  cancel  this Agreement at any time due to Contractor's failure to perform in accordance with the terms of this Agreement or for any reason. Contractor shall have the right to cancel this Agreement upon thirty (30) days written notice mailed to the District at the address written above stating a failure of the District to perform in accordance with the terms of this Agreement. The District's liability upon cancellation or termination of this Agreement shall be limited to paying for the reasonable value of labor and materials physically incorporated into the Services up to the effective date of cancellation, along with the value of materials specifically fabricated by Contractor for the Services up to the date the notice of cancellation or termination was given, though not incorporated in the Services, but not reasonably usable elsewhere, less payments already made to Contractor, as Contractor's sole means ofrecovery for cancellation.

SECTION 19. OWNERSHIP OF DOCUMENTS. All rights in and title to all plans, drawings, specifications, ideas, concepts, designs, sketches, models, programs, software, creation, inventions, reports, or other tangible work product originally developed by Contractor pursuant to this Agreement shall be and remain the sole and exclusive property of the District when developed and shall be considered work for hire.

SECTION 20. PUBLIC RECORDS.  Contractor  understands  and agrees  that all documents of any kind provided to the District in connection with this Agreement may be public records, and, accordingly, Contractor agrees to comply with all applicable provisions of Florida law in handling such records, including but not limited, to Section 119.0701, Florida Statutes. Among other requirements and to the extent applicable by law, Contractor shall: 1) keep and maintain public records required by the District to perform the Services; 2) upon request by the Public Records Custodian, provide the District with the requested public records or allow the records to be inspected or copied within a reasonable time period at a cost that does not exceed the cost

Page 6 of 8

provided in Chapter 119, Florida Statutes; 3) ensure that public records which are exempt or confidential, and exempt from public records disclosure requirements, are not disclosed except as authorized by law for the duration of the Agreement term and following the Agreement term if Contractor does not transfer the records to the Public Records Custodian of the District; and 4) upon completion of the Agreement, transfer to the District, at no cost, all public records in Contractor's possession or, alternatively, keep, maintain and meet all applicable requirements for retaining public records pursuant to Florida laws. When such public records are transferred by Contractor, Contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the District in a format that is compatible with Microsoft Word or Adobe PDF formats. Contractor acknowledges that the designated Public Records Custodian for the District is Jennifer Walden.

IF CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN
OF PUBLIC RECORDS AT (407)  382-3256,  ienniferw@fisbkind.com,  12051 CORPORA TE BOULEVARD, ORLANDO, FLORIDA 32817.

SECTION 21. SEVERABILITY. The invalidity or unenforceability of any one or more provisions of this Agreement shall not affect the validity or enforceability of the remaining portions of this Agreement, or any part of this Agreement not held to be invalid or unenforceable.

SECTION 22. HEADINGS FOR CONVENIENCE ONLY. The descriptive headings in this Agreement are for convenience only and shall not control nor affect the meaning or construction of any of the provisions of this Agreement.

SECTION 23. ENTIRE AGREEMENT. This instrument shall constitute the final  and complete expression of the agreement between the parties relating to the subject matter of this Agreement. Should there be any conflict between this Agreement and Exhibit A, the terms and conditions of this Agreement shall prevail.

Page 7 of 8

IN WITNESS WHEREOF, the parties hereto have signed this Agreement on the day and year first written above.

Witness:	GREENEWA Y IMPROVEMENT DISTRICT

Signature of Witness	, Board of Supervisors

Print Name

Witness	PROFESSIONAL SERVICE INDUSTRIES, INC.,
a Delaware corporation

Signature of Witness Print Name

By:_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Title:    	

Print Name:- - - - - - - - - - - - - - -

Composite Exhibit A: Proposal dated May 15, 2018

Page 8 of 8

GREENEWAY IMPROVEMENT DISTRICT

Agreement for Traffic Engineering Services

AGREEMENT FOR TRAFFIC ENGINEERING SERVICES

THIS  AGREEMENT   ("Agreement")   is  made  and  entered  into  this  _	day of
_ _ _ _ _ _ , 2019, by and between:

Greeneway Improvement District, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, located in the City of Orlando, Florida, with a mailing address of 12051 Corporate Boulevard, Orlando, Florida, 32817 ("District"); and

Kittelson & Associates, Inc., an Oregon corporation, with an address of 225 East Robinson Street, Suite 355, Orlando, Florida 32801 ("Engineer").

RECITALS

WHEREAS, the District is a local unit of special purpose government established pursuant to the Uniform Community Development District Act of 1980, as codified in Chapter 190, Florida Statutes, by ordinance of the City Council for the City of Orlando, Florida; and

WHEREAS, the District is authorized to plan, acquire and/or maintain improvements, facilities and services in conjunction with the development and maintenance of the lands within the District; and

WHEREAS, the District desires Engineer to provide the District with certain traffic and roadway related engineering services ("Project"), as described in more detail in Exhibits A and B ("Proposals"); and

NOW, THEREFORE, for and in consideration of the mutual covenants herein contained and the acts and deeds to be performed by the parties, the receipt and sufficiency of which are hereby acknowledged by the parties, it is mutually covenanted and agreed as follows:

RECITALS. The recitals set forth above are hereby incorporated into the terms of this Agreement.

SCOPE OF WORK. The Engineer will provide certain engineering services as described in the Proposals attached hereto.

REPRESENTATIONS. The Engineer hereby represents to the District that:

It has the experience and skill to perform the services required to be performed by this Agreement.
It shall design to and comply with applicable federal, state, and local laws, and codes, including without limitation, professional registration and licensing requirements (both corporate and individual for all required basic disciplines) in effect during the term of this Agreement, and shall, if requested by District,

1

provide certification of compliance with all registration and licensing requirements.
It shall perform said services in accordance with generally accepted professional standards in the most expeditious and economical manner, and to the extent consistent with the best interests of District.
It is adequately financed to meet any financial obligations it may be required to incur under this Agreement.

COMPENSATION. As compensation for the services identified in Exhibits A and B and further described herein, District agrees to pay Engineer a sum not-to-exceed Twenty­ Three Thousand Five Hundred Dollars ($23,500.00). Such Payment shall be due upon completion of the Services and submission of a final invoice as set forth herein. This Payment includes, but is not limited to, all permits, parts, materials and labor necessary to complete the Services as described herein. Engineer agrees to render a final invoice to the District, in writing, which shall be delivered or mailed to the District. The District shall pay the Engineer the Payment within twenty-five (25) days of receipt of such an invoice. The Engineer shall maintain records conforming to usual accounting practices. If the District should desire additional work or services not provided in Exhibits A and B, the Engineer agrees to negotiate in good faith to undertake such additional work or services. Upon successful negotiations, the parties shall agree in writing to a work order, addendum, addenda, or change order to this Agreement. The Engineer shall be compensated for such agreed additional work or services based upon a payment amount acceptable to the parties and agreed to in writing. No additional services shall be provided by the Engineer unless done at the direction of the District.

TERM. The term of this Agreement will be from the time of execution of this Agreement by both parties until either (1) the Project is complete, or (2) such time as this Agreement is terminated pursuant to its terms.

OWNERSHIP & REUSE OF DOCUMENTS. All rights in and title to all plans, drawings, specifications, ideas, concepts, designs, sketches, models, programs, software, creation, inventions, reports, or other tangible work product originally developed by Engineer pursuant to this Agreement ("Work Product") shall be and remain the sole and exclusive property of the District when developed and paid for by the District and shall be considered work for hire.

The Engineer shall deliver all Work Product to the District upon completion thereof unless it is necessary for the Engineer in the District's sole discretion, to retain possession for a longer period of time. Upon early termination of the Engineer's services hereunder, the Engineer shall deliver all such Work Product whether complete or not. The District shall have all rights to use any and all Work Product. Engineer shall retain copies of the Work Product for its permanent records, provided the Work Product is not used without the District's prior express written consent. The Engineer agrees not to recreate any Work Product contemplated by this Agreement, or portions thereof, which if constructed or otherwise materialized, would be reasonably identifiable with the Project.

The District exclusively retains all manufacturing rights to all materials or designs developed under this Agreement. To the extent the services performed under this Agreement

2

produce or include copyrightable or patentable materials or designs, such materials or designs are work made for hire for the District as the author, creator, or inventor thereof upon creation, and the District shall have all rights therein including, without limitation, the right of reproduction, with respect to such work. The Engineer hereby assigns to the District any and all rights the Engineer may have including, without limitation, the copyright, with respect to such work. The Engineer acknowledges that the District is the motivating factor for, and for the purpose of copyright or patent, has the right to direct and supervise the preparation of such copyrightable or patentable materials or designs.

INSURANCE. Subject to the provisions of this Article, the Engineer shall maintain insurance during the performance of its services under this Agreement, with limits of liability not less than the following:

Workers' Compensation	Statutory

General Liability
Bodily Injury (including Contractual) Property Damage (including Contractual)

Automobile Liability
Bodily Injury/ Property Damage

Professional Liability for Errors and Omissions

$1,000,000/$2,000,000

$1,000,000/$2,000,000

Combined Single Limit $1,000,000

$1,000,000

If any such policy of insurance is a "claims made" policy, and not an "occurrence" policy, the Engineer shall, without interruption, and at the District's option, maintain the insurance for at least three years after the one year anniversary of this Agreement.

The District, its officers, supervisors, agents, staff, and representatives shall be named as additional insured parties, except with respect to the Worker's Compensation Insurance and the Professional Liability for Errors and Omissions Insurance both for which only proof of insurance shall be provided. The Engineer shall furnish the District with the Certificate of Insurance evidencing compliance with the requirements of this Section. No certificate shall be acceptable to the District unless it provides that any change or termination within the policy periods of the insurance coverage, as certified, shall not be effective without written notice to the District per the terms of the applicable policy. Insurance coverage shall be from a reputable insurance carrier, licensed to conduct business in the state of Florida.

If the Engineer fails to have secured and maintained the required insurance, the District has the right (without any obligation to do so, however), to secure such required insurance in which event, the Engineer shall pay the cost for that required insurance and shall furnish, upon demand, all information that may be required in connection with the District's obtaining the required insurance.

3

CONTINGENCY FEE. The Engineer warrants that it has not employed or retained any company or person, other than a bona fide employee working solely for the Engineer, to solicit or secure this Agreement and that it has not paid or agreed to pay any person, company, corporation, individual, or firm, other than a bona fide employee working solely for the Engineer, any fee, commission, percentage, gift, or other consideration contingent upon or resulting from the award or making of this Agreement.

AUDIT. Records of the Engineer pertaining to the services provided hereunder shall be kept on a basis of generally accepted accounting principles and shall be available to the District or its authorized representative for observation or audit at mutually agreeable times. The Engineer agrees that the District or any of its duly authorized representatives shall have access to and the right to examine any books, documents, papers, and records of the Engineer involving transactions related to the Agreement. The Engineer agrees that payment made under the Agreement shall be subject to reduction for amounts charged thereto that are found on the basis of audit examination not to constitute allowable costs. All required records shall be maintained until either (a) the completion of an audit and resolution of all questions arising therefrom, or (b) three years after the expenditure of all funds under this Agreement, or (c) the public record retention period established by the District's records retention policy, whichever comes later.

INDEMNITY. The Engineer agrees to indemnify, defend and hold the District and its officers, supervisors, agents, staff, and representatives and any successors and assigns of the foregoing (together, "Indemnitees") harmless from liabilities, damages, losses, and costs, including, but not limited to, reasonable attorney's fees and costs and all fees and costs of mediation or alternative dispute resolution, which may come against the Indemnitees to the extent caused wholly or in part by negligent, reckless, or intentionally wrongful acts, omissions, or defaults by the Engineer or persons employed or utilized by Engineer in the course of any work done in connection with any of the matters set out in this Agreement.

SOVEREIGN IMMUNITY. The Engineer agrees and covenants that nothing in this Agreement shall constitute or be construed as a waiver of District's limitations on liability pursuant to section 768.28, Florida Statutes, or any other statute or law.

PUBLIC RECORDS. Engineer understands and agrees that all documents of any kind provided to the District in connection with this Agreement may be public records, and, accordingly, Engineer agrees to comply with all applicable provisions of Florida law in handling such records, including but not limited, to Section 119.0701, Florida Statutes. Among other requirements and to the extent applicable by law, Engineer shall: 1) keep and maintain public records required by the District to perform the services; 2) upon request by the Public Records Custodian, provide the District with the requested public records or allow the records to be inspected or copied within a reasonable time period at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes; 3) ensure that public records which are exempt or confidential, and exempt from public records disclosure requirements, are not disclosed except as authorized by law for the duration of the Agreement term and following the Agreement term if Engineer does not transfer the records to the Public Records Custodian of the District; and 4) upon completion of the Agreement, transfer to the District, at no cost, all public records in Engineer's possession or,

4

alternatively, keep, maintain and meet all applicable requirements for retaining public records pursuant to Florida laws. When such public records are transferred by Engineer, Engineer shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the District in a format that is compatible with Microsoft Word or Adobe PDF formats. Engineer acknowledges that the designated Public Records Custodian for the District is Jennifer Walden.

IF ENGINEER HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO ENGINEER'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE
CUSTODIAN OF PUBLIC RECORDS AT (407) 382-3256. ienniferw@fish kind.com, 12051 CORPORA TE BOULEVARD, ORLANDO, FLORIDA 32817.

CONFLICTS OF INTEREST. The Engineer shall bear the responsibility for acting in the District's best interests, shall avoid any conflicts of interest and shall abide by all applicable ethical canons and professional standards relating to conflicts of interest.

SUBCONTRACTORS. The Engineer may subcontract portions of the services, subject to the terms of this Agreement and subject to the prior written consent of the District, which may be withheld for any or no reason. Without in any way limiting any terms and conditions set forth in this Agreement, all subcontractors of Engineer shall be deemed to have made all of the representations and warranties of Engineer set forth herein and shall be subject to any and all obligations of Engineer hereunder. Prior to any subcontractor providing any services, Engineer shall obtain from each subcontractor its written consent to and acknowledgment of the terms of this Agreement. Engineer shall be responsible for all acts or omissions of any subcontractors.

INDEPENDENT CONTRACTOR. The District and the Engineer agree and acknowledge that the Engineer shall serve as an independent contractor of the District. Neither the Engineer nor employees of the Engineer, if any, are employees of the District under the meaning or application of any federal or state unemployment, insurance laws, or any other potentially applicable laws. The Engineer agrees to assume all liabilities or obligations by any one or more of such laws with respect to employees of the Engineer, if any, in the performance of this Agreement. The Engineer shall not have any authority to assume or create any obligation, express or implied, on behalf of the District and the Engineer shall have no authority to represent as agent, employee, or in any other capacity the District unless set forth differently herein or authorized by vote of the Board.

THIRD PARTIES. Nothing in the Agreement shall inure to the benefit of any third party for the purpose of allowing any claim which would otherwise be barred by operation oflaw.

CONTROLLING LAW. The Engineer and the District agree that this Agreement shall be controlled and governed by the laws of the State of Florida. Venue for any action arising under this Agreement shall be in the State Courts located in Orange County, Florida.

5

ASSIGNMENT. Neither the District nor the Engineer shall assign, sublet, or transfer any rights under or interest in this Agreement without the express written consent of the other, and any purported assignment without such written consent is void.

TERMINATION. The District may terminate this Agreement for cause immediately upon notice to Engineer. The District or the Engineer may terminate this Agreement without cause upon thirty (30) days written notice. At such time as the Engineer receives notification of the intent of the District to terminate the contract, the Engineer shall not perform any further services unless directed to do so in writing by the District. In the event of any termination or breach of any kind, the Engineer shall not be entitled to consequential damages of any kind (including but not limited to lost profits), but instead the Engineer's sole remedy will be to recover payment for services rendered to the date of the notice of termination, subject to any offsets.

RECOVERY OF COSTS AND FEES. In the event either party is required to enforce this Agreement by court proceedings or otherwise, then the prevailing party shall be entitled to recover from the other party all costs incurred, including reasonable attorneys' fees at all judicial levels.

AMENDMENTS. Amendments to and waivers of the provisions contained in this Agreement may be made only by an instrument in writing which is executed by both of the parties hereto and formally approved by the Board.

AGREEMENT. This Agreement reflects the negotiated agreement of the parties, each represented by competent legal counsel. Accordingly, this Agreement shall be construed as if both parties jointly prepared it, and no presumption against one party or the other shall govern the interpretation or construction of any of the provisions of this Agreement.

EXHIBITS. To the extent of any conflict between this Agreement and its Exhibits A and B, this Agreement shall control. Further, the "Terms and Conditions" referenced in the Proposals do not apply to this Agreement.

NOTICES. All notices, requests, consents and other communications hereunder ("Notices") shall be in writing and shall be delivered, mailed by First Class Mail, postage prepaid, or telecopied to the parties, as follows:

If to Engineer:

If to District:

Kittelson & Associates, Inc.
225 East Robinson Street, Suite 355
Orlando, Florida 32801 Attn: Daniel Torre, E.I.

Greeneway Improvement District 12051 Corporate Boulevard
Orlando, Florida 32817 Attn: District Manager

6

With a copy to:	Hopping Green & Sams, P.A.
119 S. Monroe Street, Suite 300
Tallahassee, Florida 32301 Attn: District Counsel

Except as otherwise provided in this Agreement , any Notice shall be deemed received only upon actual delivery at the address set forth above. Notices delivered after 5:00 p.m. (at the place of delivery) or on a non-business day, shall be deemed received on the next business day. If any time for giving Notice contained in this Agreement would otherwise expire on a non-business day, the Notice period shall be extended to the next succeeding business day. Saturdays, Sundays, and legal holidays recognized by the United States government shall not be regarded as business days. Counsel for the District and counsel for the Engineer may deliver Notice on behalf of the District and the Engineer. Any party or other person to whom Notices are to be sent or copied may notify the other parties and addressees of any change in name or address to which Notices shall be sent by providing the same on five (5) day's written notice to the parties and addressees set forth herein.

INDIVIDUAL LIABILITY. UNDER THIS AGREEMENT, AND SUBJECT TO THE REQUIREMENTS OF SECTION 558.0035, FLORIDA STATUTES, WHICH REQUIREMENTS ARE EXPRESSLY INCORPORATED HEREIN, AN INDIVIDUAL EMPLOYEE OR AGENT MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE.
[THIS SPACE INTENTIONALLY LEFT BLANK]

7

IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written.

Attest:	GREENEWAY IMPROVEMENT DISTRICT

Assistant Secretary/Secretary	Chairperson / Vice Chairperson, Board of Supervisors

KITTELSON & ASSOCIATES, INC.

Witness	By: _   _   _   _   _   _   _   _   _   _   _   _
Its: - - - - - - - - - - - - - -

EXHIBIT A - Centerline Drive Traffic Analysis - Segments A & B Proposal EXHIBIT B - Centerline Drive Traffic Analysis - Segments C & D Proposal

8

GREENEWAY IMPROVEMENT DISTRICT

Requisition Nos. 665 -	668 & 2018-31 -	2018-36 Approved in October 2019 in an amount totaling
$981,967.04

GREENEW AY IMPROVEMENT DISTRICT

DISTRICT OFFICE• 12051 CORPORATE BLVD• ORLANDO, FL 32817 PHONE: (407) 382-3256 • FAX: (407) 382-3254

Requisition Recap For Board Approval

Attached please find the listing of requisitions approved to be paid from bond funds from October l, 2019 through October 31, 2019. This does not include requisitions previously approved by the Board.

REQUISITION NO.	PAYEE	AMOUNT	
665	Hopping Green & Sams	$282.00	
666	Orlando Sentinel	$75.42	
667	Greeneway Improvement District	$6,360.14	
668	Orlando Sentinel	$94.17	
2018-031	Donald W. McIntosh Associates	$28,117.77	
2018-032	Jr. Davis Construction	$629,173.45	
2018-033	Dix.Hite + Partners	$750.00	
2018-034	Donald W. McIntosh Associates	$44,324.31	
2018-035	Jr. Davis Construction	$218,965.80	
2018-036	Donald W. McIntosh Associates	$53,823.98	
 	$981,967.04 

GREENEWA V IMPROVEMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS 2013

(Acquisition and Construction Fund)

The undersigned, a Responsible Officer of the Greeneway Improvement District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to U. S. Bank National Association, as trustee (the "Trustee"), dated as of April 1, 2013, as supplemented by that certain First Supplemental Trust Indenture dated as of April I, 2013 (the "Indenture"), (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):
Requisition Number: 665
Name of Payee: Hopping Green & Sams

Amount Payable: $282.00

Purpose for which paid or incurred (refer also to specific contract if amount
is due and payable pursuant to a contract involving progress payments):
Invoice 109683 for Project Construction through 07/31/2019- 5282.00

Fund or Account and subaccount, if any, from which disbursement  to  be made: 2013 Acquisition and Construction Account of the Acquisition and Construction Fund.
The undersigned hereby certifies that:

.		obligations in the stated amount set forth above have been incurred by the District,

each disbursement set forth above is a proper charge against the 2013 Acquisition and Construction Account;

each disbursement set forth above was incurred in connection with the acquisition of the 2013 Project and in accordance with the terms of the Acquisition Agreement;

GID Requisition  665: Hopping Groen & Sams	September 16, 2019	Page 1 of2

RECEIVED OCT O 2 2019

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any oftbe moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.

CONSULTING ENGINEER•S APPROVAL

The undersigned Consu1ting Engineer hereby certifies that this disbursement is for the cost of the 2013 Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the 2013 Project with respect to  which  such  disbursement is being made; and (iii) the report of the Consult"  Engineer,  as such  report sha11 have been amended or modified.

GID Requisition  665: Hopping Green&. Sams	Sepi..mber 16, 2019	Pagel of?

RECEIVED OCT O 2 2019

GREENEWA Y IMPROVEMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS 2013

(Acquisition  and Construction Fund)

The undersigned, a Responsible Officer of the Greeneway Improvement District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to U. S. Bank  National  Association,  as trustee (the "Trustee"), dated as of April l, 2013, as supplemented by that certain First Supplemental Trust Indenture dated as of April I, 2013 (the "Indenture"),  (all capitalized  terms used herein shall have the meaning ascribed to such term in the Indenture):

(A)	Requisition Number: 666

(8)	Name of Payee: Orlando Sentinel

Amount Payable: $75.42

Purpose for which paid or incurred (refer also to specific contract if amount
is due and payable pursuant to a contract involving progress payments):

I . Invoice 9990686000 for Reference OSC9990686 (Ad #6421089) for Legal Advertising Through 09/08/2019, split 3 ways -S75.42

Fund or Account and subaccouot, if any, from which disbursement to be made: 2013 Acquisition and Construction Account of the Acquisition and Construction Fund.

The undersigned hereby certifies that:

I .		obligations in the stated  amount  set  forth  above  have  been  incurred  by  the District,

2.   each  disbursement  set forth above is a proper charge against the 2013  Acquisition and Construction Account;

3     each disbursement  set forth above was incurred  in connection  with  the  acquisition of the 2013 Project and in accordance with the terms of  the  Acquisition Agreement;

GID Requisition 666: Orlando Sconncl	Scplcmber 20, 2019	Page 1 ofl

RECEIVED OCT O 2 2019

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing  payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.

Date:	{O, 2 :_L_t--	--++--	-	-

-

CONSULTING ENGINEER'S APPROVAL

\)  -	.	\\' .'-) )\
Date: 		-,-----.../_U.  _. 	_____

The undersigned Consulting Engineer hereby certifies that this disbursement is for  the cost of the 20 I 3 Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the 2013 Project with respect to which such disbursement is being made;  and  (iii) the report  oftbe Consu g Engineer,  as such  report  shall bave been amended or modified.

GID Ro,quisiLion 666: Orlsndo SClllinol	Seplm,bcr 20, 2019	Page? of2

RECEIVED OCT O 2 2019

GREENEWAY IMPROVEMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS 2013

(Acquisition and Construction Fund)

The undersigned, a Responsible Officer of the Greeneway Improvement District (the "District") hereby submits the following requisition for disbursement under and pursuant to the  tenns of the Master Trust Indenture from the District to U. S. Bank  National  Association,  as trustee (the "Trustee"), dated as of April I, 20 I 3, as supplemented by that certain First Supplemental Trust Indenture dated as of April 1, 2013 (the "Indenture"),  (all capitalized  terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number: 667
Name of Payee: Greeneway Improvement District

Amount Payable: $6,360.14

Purpose for whkh paid or incurred (refer also to specific contract if amount
is due and payable pursuant to a contract involving progress payments):

l. Reimbursement to District for Lake Nona Kellogg Avenue Project Plan Review Fees Paid from O&M Funds to City of Orlando - $4,968.14
2. Reimbursement to District for Lake Nona Nemours Parkway Phase 6 Lift Station Project Work Order Paid from O&M Funds to Orlando Utilities Commission -
$1,392.00

Fund or Account and subaccount, if any, from which disbursement to  be made: 2013 Acquisition and Construction Account of the Acquisition and Construction Fund.

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District,

each disbursement set forth above is a proper charge against the 2013 Acquisition and Construction Account;

each disbursement set forth above was incurred  in connection  with the acquisition of the 2013 Project and in accordance with the tenns of  the  Acquisition  Agreement;

GlD Rcqu1s111on 667 Greeneway llnprovemenc District	Oc1ober 4, 2019	Page I ofl

RECEIVED OCT 1 4 2019

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing  payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.

CONSULTING ENGINEER'S APPROVAL

I

The undersigned Consulting Engineer hereby certifies that this disbursement is for the cost of the 2013 Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the 2013 Proj with respect to which such disbursement is being made; and (iii) the report of the Cons ting Engineer, · such report shall have been amended or modified.

GID  Rcqumhon  667· Greenewoy lmpmvcmcn!  Dis1nct	October 4, 20 I 9	Page 2 ofl

RECEIVED OCT 1	2019

GREENEWAY IMPROVEMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS 2013

(Acquisition  and Construction Fund)

The undersigned, a Responsible Officer of the Greeneway Improvement District (the "District") hereby submits the following requisition for disbursement under and  pursuant  to the tenns of the Master Trust Indenture from the District to U. S.  Bank  National  Association,  as trustee (the "Trustee"), dated as of April l, 2013, as supplemented by that  certain  First Supplemental Trust Indenture dated as of April 1, 2013 (the "Indenture"), (all  capitalized  terms used herein shall have the meanjng ascribed to such term in the Indenture) :

Requisition Number: 668

Name of Payee: Orlando Sentinel

Amount Payable: $94. I 7

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments):

Invoice l l 137573000 for Reference OSCI 1137573 (Ad #6441284) for Legal Advertising Through 10/06/2019, split 3 ways-$94.17

Fund or Account and subaccount, if any, from which disbursement to be made : 2013 Acquisition and Construction Account of the Acquisition and Construction Fund.

The undersigned hereby certifies that:

I .	obligations in the stated amount set forth above have been incurred by the
District,
each disbursement set forth above is a proper charge against the 2013 Acquisition and Construction Account;

each disbursement set forth above was incurred in connection  with  the acquisition of the 2013 Project and in accordance with the tenns  of  the  Acquisition Agreement;

GID Requisition 668  Orlando Sentinel	October I B,2019	Page I of?

RECEIVED OCT 3 1 2019

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.

 	/0/3 I

CONSULTING ENGINEER'S APPROVAL

The undersigned Consulting Engineer hereby certifies that this disbursement is for the cost of the 2013 Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the 2013 Project with respect to which such disbursement is being made; and (iii) the report of the Consul· Enginee , as such report shall have been amended or modified.

GID Requisition 668  Orlando Sentinel	October 18, 2019	Page 2 of?

RECEIVED OCT 3 1 2019

GREENEWA Y IMPROVEMENT DISTRICT REQl.TTSITION FOR PAYMENT AND
2018 NOTE REQUISillON AND CONSTRUCTION ACCOUNT

Invoice 36803 for Project 23216 (I.Ake Nona Grecntway) Tluno8', 06/14/20J9-S4,11?2.SO
Invoice 36808 for Project 14052 (Nemows Parkway Pbase 6 Design & Pmnit Segment Weller Alvd to Laureate Pk Pb lB) Through 06fl4/2019 - 54,767.75
Invoice 36813 for Project 18129 (Nemours Partway Phase 7 ·- Construction Phase Sc:rviccs - GID)
Through 06/14/2019-$1,73.J.66
Invoice 36895 for Project 23216 (Lake Nona Gn:co-oy) Througb 07112/2019 -54,.365.00
Invoice 36900 for Project 140S2 (Nemours Parlony Phase 6 Dcsip & Penn.it Segment Woller Blvd to Laureate Pk Ph 3B) Through 07112/2019 -SS,592.IO
Invoice 36901 for Project 16106 (Nemour., Parkway Phase 7 De9igo and Pcnnittins and Lil\ Sbtion No
7) Through 07112/2019 - SJ,405.lJ
Invoice 36903 fo, Project 18129 (NCIDOW'S Parkway Phase 7 - Cons!JU<:tion Phase Services - GIDJ Throw,h 07/12/2019 -SJ,4.U.6.J

ITEM:

031
$28,117.77
Acquisition/Construction

REQUISITTON NO: AMOUNTDUE: FUND:

Seprember 16, 2019
DonaJd W. McIntosh Associates 2200 Park Avenue North Winter Park, FL 32789

DATE: PAYEE: ADDRESS:

The undersigned hereby certifies that obligations in the stated amount set forth above have been incuned by the District, that each disblllliemeot set forth above is II proper charge against the 2018 Acquisition and Construction Account, referenced above, that each disbursement set forth above was incurred in connection with the acquisition and the construction of the 2018 Project (herein after the "Project") and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has no! been filed  with or served upon  the District  notice of any lien., right to lien, or attachment upon, or claim affecting the right lo receive payment of, any of tbe monies payable to the Payee set fonh above, which has not been released 01 will not be released simultaneously with the payment hereof

The undersigned hereby further certifies that such requisition contains no it.em representing payment on account of any retained percentage, which the District is al the date of such certificate entitled to retain.

Jt is hereby represented by the undersigned that the Governing Body of the District has approved this requisition or has approved the specific contract with respect to which disbuniements pursuant  to lhis requisition are due and payable.

Attached hereto are photocopies of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby requested.

DISTRICT ENGINEER'S APPROVAL FOR PROJE

The undersigned District Ensmeer hereby certifies th.ac this disburse is consistent with· (i) the applicable or construction contract; (ii) lhe plans
2018 Project with respect to which such disbursement is being made; and tii) the

BY:

GIi) Series 2018 Req OJI: Donald W McIntosh Associat"s	SeptO'IDber 16, 2019

018 Project and
o of the neer .

Page 1 of1

.'t.

RECEIVED OCT O 2 2019

EXHIBIT A

GREENEWAY IMPROVEMENT DISTRICT
RF,QUISmON  FOR PAYMENT AND
2018 NOTE REQUISITION AND CONSTilUCTION ACCOUNT

Invoice 125455 (Pay Application 1111) for Project 1961 (Nemours Paikway Ph. 7) Through 08/25/2019

JTEM·

REQUJSIDON NO:	032
AMOUNT DUE:	S629,l 73.45
FUND:	Acquisition/Construction

September 16, 2019
Jr. Davis Construction Co ., Inc
210 S. Hoagland Blvd. Kissimmee, FL 34741

DATE: PAYEE: ADDRESS .

The undersigned hereby certifies that obligations in the stated amount set forth above have been incurred by the District, that each disbursement set forth above is a proper charge against the 2018 Acquisition and Construction Account, referenced above, that each disbursement set forth above was incurred in connection witb the acquisition and the construction oftbe 2018 Project (herein after th.e "Project") and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further cenifies that there has not been  filed with or served upon  the District  notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the monies payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item represeotins payment on Rccount of any retained percentage, which the District is at the date of such certificate entitled to retain.

It is hereby represented by the undersigned that the Governing Body of the District has approved this requisition or has approved the specific contract with respect to which disbursements pursuant to this requisition are due and payable .

BY =:41

g:A

!it::-::	1a:A	c::;:=-f-..

Attached hereto are photocopies of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby request ed.
r	..

DISTRICT ENGINEER'S APPROVAL FOR PROJECT EXPENDITURES

The undersigned District Engineer hereby cmifies that this disbursement is for a cost of the 2018 Project and is consistent  with:   (i) the applicable  or  construction  contract; (ii) the plans	cificati for the portion of the 2018 Project with respect to wbich such disbursement is being made; and, (i" the eport oC e District Engineer.

BY:

GCD Serie, 2018 Req 0J2 : Jr Onis Coastractioo Co

Scplembcr !6, 2019	Pugc] oft

RECEIVED OCT O 2 2019

EXHIBIT A

GREENEWAY  IMPROVEMENT DISTRICT
REQUISITION  FOR PAYMENT A:'\ID
2018 NOTE REQUISITION AND CONSTRUCTION ACCOUNT

DATE :	October 4, 2019	REQUISITION NO:	033
Dix.Hite -t  Partners	AMOUNTDUE:	$750.00
ISO West Jessup Avenue	FUND:	Acquisition/Construction Longwood, FL 32750

 	Invoice  I 909060 for Proie ct 21646.2	emours  Pk w    Phase 6) Throu	09/20/2019		
PAYEE:		
ADDRESS:		

ITEM:		

The undersigned hereby certifies that obligations in the stated amount set forth above have been incurred by the District, that each disbursement set forth above is a proper charge against the 2018 Acquisition and Construction Account, referenced above, that each disbursement set forth above  was incurred  in coMeclion  with the acquisition and the construction of the 2018 Project (herein after the "Project") and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been ti led with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right lo receive payment of, any of the monies payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage, which the District is at the date of such certificate entitled to retain.

It is hereby represented by the undersigned lhal the Governing Body of the District has approved this requisition or has approved the specific contract with respect to which disbursements pursuant to this requisition are due and payable.

Attached hereto are photocopies of the invoice(s) from rendered with respect to which disbursement is hereby req11 es ted.

DISTRICT ENGrNEER'S APPROVAL FOR PROJECT EXPENDITURES

The undersigned District Engineer hereby certifies that this disbursement is for a cost of the 2018 Project and is consistent  with:  (i) the applicable or  construction  contract; (ii) the  plans   specifi   tio   s  for the portion of the 201& Project wi1h respect to which such disbursement is being made; and      i) II   r	e D!i trict Engineer.

BY:

V

GID Senes 2018 Req 033· Dix Hite+ Partners	October 4, 2019	Page  I of l
'?CEIVED OCT 1	2019

GREENEWAY IMPROVEMENT DISTRICT
REQUISITION  FOR PAYMENT AND
2018 NOTE REQUISITION A1'lD CONSTRUCTION ACCOUNT

DATE: PAYEE: ADD RESS:

October 4, 2019
Donald W. McIntosh Associates 2200 Park Avenue North
Winter Park, FL 32789

REQutSJTION NO: AMOUNT DUE: FUND:

034
$44,324.31
Acquisition/Construction

ITEM:	•
•

•

•

Invoice 37080 for Project 23216 (Lake Nona Greeneway) Through 09/06/2019 - $5,073.11 Invoice 3708S for Project 14052 (Nemours Parkway Phase 6 Design&. Permit Segment Weller Blvd to Laureate Pk Ph 3B) Through 09/06/2019 - $120.90
Invoice 37086 for Project 16106 (NemoUJS Parkway Phase 7 Design and Permitting and lift
Station No. 7) Through 09/06/2019- $1,965.00
Invoice 37088 for Project 18129 (Nemours Parkway Phase 7-Construclion Phase Services
- GID) Through 09/06/2019- 52,591.70
Invoice 37089 for Project I 8140 (Centerline Drive - Segments A & B) Through 09/06/2019
- $10,817.00
Invoice 37090 for Project I 8141 (Centerline Drive · Segments C & D) Through 09/06/2019
- S22,75 6.60	 		--------  --

The undersigned hereby certifies that obligations in the stated amount set forth above have been incurred by the District, that each disbursement set forth above is a proper charge against the 2018 Acquisition and Construction Account, referenced above, that each disbursement set forth above was incurred in connection with the acquisition and the construction of the 2018 Project (herein after the "Project") and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the monies payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage, which the District is at the date of such certificate entitled to retain.

It is hereby represented by the undersigned thal the Governing Body of the District has approved this requisition or has approved the specific contract with respect to which disbursements pursuant to this requisition are due and payable.

Attached hereto are photocopies of the invoice(s) from the vendor of the prQ rendered with respect to which disbursement is hereby requested.

G

DISTRICT ENGINEER'S APPROV

The undersigned District Engineer hereby certifies that this d is consistent \\ith: (i) the applicable or construction contract; (ii) th
2018 Project with respect to which such disbursement is being made; and

BY:

GTD Series 2018 Req OJ I Donald W McIntosh Assoe,atcs	September 16,2019

the 2018 Project and for the portion of the

he,

e District Engineer.
_,,,'1T 7""--	l v(
--'e.0,1	.'2_

Page I ofl

'"'' TCIVEO OCT 1	2019

EXHIBIT A

GREENEWA Y IMPROVEMENT DISTRICT
REQI.JlSITlON  FOR PAYMENT AND
2018 NOTE REQUISITION AND CONSTRUCTION ACCOUNT

Invoice 125538 (Pay Application #12) for Projccl 1961 (Nemours Parkway Ph. 7) Through 09/2S/2019

ITEM:

035
$21&,965.80
Acquisition/Construction

REQUISITION NO: AMOUNTDUE: FUND:

October 18, 2019
Jr. Davis Construction Co., Inc.
210 S. Hoagland Blvd. Kissimmee, FL 34741

DATE: PAYEE: ADDRESS:

The undersigned hereby cenifies that obligations in the stated amount set forth above have been incurred by the District, that each disbursement set forth above is a proper charge against the 2018 Acquisition and Construction Account, referenced above, that each disbursement set forth above  was incurred  in coMection  with  the acquisition and the construction of the 2018 Project (herein after the "Project") and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right lo lien, or attachment upon, or claim affecting the: right to receive payment of, any of the monies payable to the Payee set forth above, which has not been released or will not be released simultaneously wilh the payment hereof.

The undersigned hereby funher certifies that such requisition contains no item representing payment on account of any retained percentage, which the District is at the date of Sllch certificate entitled-to retain.

It is hereby represented by the undersigned that the Governing Body of the District has approved this requisition or has approved the specific contract with respect to which disbursements pursuant to this requisition  are  due and payable.

Attached hereto are photocopies of the invoice(s) from the vendor of the property acquired or  services rendered with respect to which disbursement is hereby requested.

BY:
C

DISTRICT ENGrNEER'S APPROVAL FOR PROJECT EXPENDITURES

The undersigned District Engineer  hereby certifies that this disbursement is for a cost of the 2018 Project and is consistent  with:  (i) the applicable or construction  contract; {ii) the  plans :a   sp   itications fur the  portion of the 2018 Project with respect  to which  such disbursement  is being made; and,  ·· l the r	t District Engineer.

BY:

GID Series 2018 Req 035: Jr Davis Cons1IUCl1on Co	October 18, 2019	Page  I of I

RECEIVED OCT 3 1 2019

GREENEWA Y IMPROVEME:'111' DISTRJCT REQUISITION FOR PAYMENT AND
2018 NOTE REQUlSITlON AND CONSTRUCTION ACCOUNT

DATE: PAYEE: ADDRESS.

October 25, 2019
Donald W. McIntosh Associates 2200 Park Avenue North
Winter Park, FL 32789

REQUISITION NO: AMOUNT DUE: FUND:

036
$53,823.98
Acquisition/Construction

ITEM:
I
I

Invoice 37 I 79 for Project 23216 (Lake Nona Greeneway) Through 10/04/2019- $5,J 73.72

.•

Invoice 37184 for Project 14052 (Nemours Parkway Phase 6 Design & Permit Segment Weller Blvd to Laureate Pk Ph 3B) Through I 0/04/2019 - SI ,095.26

.

.	Invoice 37185 for Project 16106 (Nemours Parkway Phase 7 Design and Permitting and Lift
Station No. 7) Through 10/04/2019 $3,485.40

.

Invoice 37187 for Project 17141 (Centerline Drive Phase 2 (fka Hartwell Court) Through 10/04/2019-$1,JOI.SO
Invoice 37189 for Project 18129 (Nemours Parkway Ptiasc: 7 -Construction Phase: Services
- GID) Through I 0/04/2D19- $8,224.90
Invoice 37190 for Project 18140 (Centerline Drive - Segments A & B) Through 10/0412019
- $12,925.50
fnvoice 37191 for Project 18141 (Centerline Drive- Segments C & D) Through I0/04nOl9
- $21,617.70

The undersigned hereby certifies that obligations in the stated amount set forth above have been incurred by the District, that each disbursement set forth above is a proper charge against the 2018 Acquisition and Construction Account, referenced above, that each disbursement set forth above was incurred in connection with the acquisition and the construction of the 2018 Project (herein after the "Project") and each represents a Cost of the Project, and has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the monies payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage, which the District is at the date of such certificate entitled to retain.

It is hereby represented by the undersigned that the Governing Body of the District has approved this requisition or has approved the specific contract with respect to which disbursements pursuant to this requisition are due and payable. Attached hereto are photocopies of the invoice(s) from the vendor of the property acquired or services rendered with respect to which disbursement is hereby requested.

BY:

/0 t//'f

,	• .,..

,-e.h1t. r

DISTRICT ENGINEER'S APPROVAL FOR PROJECT EXPENDITU	S

The undersigned District Engineer hereby certifies that this disburse
is consistent with: (i) the applicable or construction contract; (ii) the pl . and
2018 Project with respect to which such disbursement is being made;	, (iii} th r

B Y·

e 2018 Project and he portion of the
ineer.

GIO  Senes 2018 Req 036. Donald  W  McIntosh Msoc1ates	October 25. ZO19	Page  I of  I

RECEIVED OCT 3 1 2019

GREENEWAY IMPROVEMENT	DISTRICT

Operation  and Maintenance  Expenditures  Paid in October 2019 in an amount totaling $22,707.58

GREENEW AY IMPROVEMENT DISTRICT

DISTRICT OFFICE• 12051 CORPORATE BLVD• ORLANDO, FL 32817 PHONE: (407) 382-3256 • FAX: (407) 382-3254

Operation and Maintenance Expenditures For Board Approval

Attached please find the check register listing Operations and Maintenance expenditures paid from October I, 2019 through October 31, 2019. This does not include expenditures previously approved by the Board.

The total items being presented: $22,707.58

Approval of Expenditures:

Chairman

Vice Chairman

 		Assistant Secretary

11/13/19
2:17:36 PM

Greeneway Improvement District AP Check Register (Current by Bank) Check Dates: 10/1/2019 to 10/31/2019

Page: 1

Check No.	Date	S1.alus"	Vendor ID	Paye!! Name	Amount	
BANK ID: SUN - CITY NATIONAL BANK	001-101-0000-00-01	
2806	10/01/19	p	ouc	
Orlando Utilities Commission		$1,392 00	
2807	10/11/19	p	FDEP	FL Dept of Environ Protect		$75.00	
2808	10/11/19	p	ORLS	Orlando Sentinel		$200 00	
2809	10/29/19	p	ASCC	All Star Custom Construction		$3,850 00	
2810	10/29/19	p	TRUSTE	US Bank as Trustee for Greenew		$4,322.07	
					BANK SUN REGISTER TOTAL:	$9,839.07	
					GRAND TOTAL :	$9,839.07	

9,839.07 Checks 2806 - 2810 cut 12,868.51 PA 410 - OUC invoice paid 22,707.58 ICash spent

Check Status Types: "P" - Printed ; 0 M" - Manual ; V - Void ( Void Date I; "A" -Application; "E" - EFT
•• Denotes broken check sequence.

GREENEWAY IMPROVEMENT DISTRICT

Recommendation of Work Authorizations/Proposed Services (if applicable)

GREENEWAY IMPROVEMENT DISTRICT

Recommendation for Work Authorization / Proposed Services

Project Name: GlD - Centerline Drive Segment C

Brief Description:	Undergr ound locates for Centerline Drive Road Construction Plans.

Name of Consultant N endor:	Central Florida Locatin g, Inc.

Yes

L	No

Is this work pursuant to an existing Agreement?	---		
I f so, name and date of Agreement:			

Is this project included in the District Capital Improvement Plan?		

Yes	

No	

Are the services required contemplated in the Capital Improvement Plan?

Is this a continuation of previously authorized work?	

L_	
Yes

ves	

 		
No

No	
Proposal attached:	Yes	- - -'No					

Form of Agreement Utilized: -'P'--'r;..;:o;.a;:p....;;o.;;:;.sa=l;... _ _ _ _ _ _ _ _

Amount of Services:

Recommendation:

$ l.160.00	

.L_ Approve	Deny

By:

Greeneway Improvement District Construction Committee

c:		Jennifer Walden Tucker Mackie Jeffrey Newton Lynne Mullins

Central Florida Locating, Inc.
... CFL Geological Solutions

P0Boxl468
Bushnell, FL 33513
833-229-2227
cfl-inc.com

Date: Client: Attn: E-Mail:
Pro ject :

11-7-19
Greeneway Improvement District, 12051 Corporate Blvd, Orlando, FL 32817 Mr. Richard Levey, Chairman, Board of Supervisors
Scott Grossman, PSM, Senior Vice President, Donald W. McIntosh Associates, Inc. <sgrossman@dwma.com>
Lake Nona South - VAMC Access Road, Hart well Ct, Orland o, FL-Additional Area	CFL 19303

CFL is pleased to provide a proposal to Greeneway Improvement District for the additional area based upon scope of services requested by Scott Grossman of D.W. McIntosh Associates (DWMA), may be subject to change should the requirements change, is valid for thirty (30) days from date of proposal, and is Non-Transferrab le.

SCOPE OF SERVICES - See Page 2 for Information/Limitations
Geophysical Horizontal Utility Locating: 2D Ground Penetrating Radar (GPR) and Electromagnetic (EM)
CFL will utilize 2D GPR and EM technologies to horizontally locate underground utilitie s within the red outlined area as shown on the attached print provided by Scott Grossman of DWMA. The exact locate area will need to be designated at time of work byDWMA.
CFL will use paint and flags to mark located utilities and will provide a technic ian's fie ld drawing of located utilities.
CFL's scope of services does not include the locating of abandoned ut ilitie s that are no longer locatab l e, vacant conduits, gravity sewer, storm lines, small irrigation lines, and low voltage line s.
Client is responsible for ensuring that all electrical and lighting systems are energized and that all lights with outdoor light sensor systems are in use at time of locate work.
Notes:
If available, CFL requests that client provide as-builts, engineering prints, etc. of existing utilities .
GPR Scans & EM Locating can only be performed in accessible areas that are clear of obstacles such as construction materials, pipes, vehicles, machinery, dirt/materials mounds, landscaping, trees, uneven terrain, water, etc.
If needed, CFL can provide a quote for additional detection technologies such as 30 GPR, 30 GPR Array, and Magnetometer that typically provide additional/more comprehensive data .

WEEKDAY DAYTIME COST
Geophysical Horizontal Locating:	$1,160.00

PAYMENT
A Lump Sum invoice will be submitted via e-mail to client upon completion of locate work.
Lump Sum amount is due in full with no job retainage.
Payments not received within 30 days of date of invoice may result in legal actions.

SCHEDULE

A work start date will be provided upon receiving an Authorization to Proceed. Regards,

Sandra Rickerson, President Central Florida Locating, Inc.

AUTHORIZATION TO PROCEED (ATP) - Executed CFL Proposal
ATP - Client legally authorizes CFL to proceed and acknowledges  that scope  of services, compensation, payment  terms, and  terms and conditions in this proposal are accepted.

Client: Greeneway Improvement District

By:--------------
Authorized Agent's Signature

Date:    	

Printed Name: 	_
Printed Name of Authorized Agent

Job Number/Name (If Applicable): 	

E-MAIL Address for Invoice	­
AIL EXECUTED DOCUMENT TO: Contracts@cfl-inc.com

Innovative and Reliable Solutions

Terms and Conditions

Central Florida Locating, Inc.
,.,CFL Geological Solutions
(Al LIMITS OF GPR AND ELECTROM AGNETIC SERVICES: If Services are Provided

Pagel

CFL will make every effort to horizontally detect the underground utilities, objects or voids described in the Scope of Work or as requested at the time of work within the designated work area(s). However, CFL cannot mark utilities/objects/voids that are undetectable. Therefore, CFL cannot guarantee that all subsurface utilities/objects/voids will be accounted for. Locate limitat ions that CFL will not be held liable for include but are not limited to:
GROUND PENETRATING RADAR (GPR):
GPR investigations are highly site specific and can be limited by attenuation of GPR signals by subsurface materials. GPR investigations are li mite d by uneven terrain conditions, bushes, trees, debris, etc.
All vertically stacked ut ilities/obje cts may not be detected since GPR signals are reflected by the top most utility/object. Some utilities/objects may not return a reflected signal to the GPR receiver.
GPR scans cannot be made immediately next to buildings/objects due to equipment restrictions. Pipes with little or no liquid content at time of locate work may not be detected with GPR.
ELECTROMAGNETIC LOCATING :
The number of access points within designated locate area(s) may be limited or non-existent. Utility or property owner may restrict or deny the use of utility access points.
Ut ilit y may not adequately carry the imposed current from the electromagnetic locate equipment.
Fiber & other non-metallic lines with no or non-working tracer wire are untoneable with electromagnetic locate equipment.
{B) DESIGN ENGINEER and CONTRACTORS
Due to locate limitations, the client's/owner's Design Engin eer is expected to gather and identify existing facility information from various prints and underground facility owners/operators to confirm that no other subsurface utilities/objects are present in the project area, and Contracto rs are responsible to abide by Florida Statutes 556.106 - Sunshine 811.
IC) FIELD DRA WINGS/ PRINTS/REPORTS
CFL is not liable for any print, survey, field drawing or report that identifies or fails to identify CFL detected utilities or objects. CFL field drawings represent the requested scope of services within designated area(s) as of date of work; may not reflect a comprehensive utility survey of all subsurface utilities/objects; are not technical drawings created by a professional such as surveyor, engineer, or draftsman; are not drawn to scale and only depict an approximate location of referenced utilities/objects; are not created based on any type of drawing standards; and are for informational purposes only.
(DJ MACHINE DEPTHS: I/Service is Provided
Machine depths are approximate readings, are not guaranteed depths, are provided for informational purposes only, and should not be relied upon for any type of subsurface work. CFL will not accept any responsibility for actions taken based on provided machine depths.
(El VERTICAL EXCAVATION (DIRT SOFT DIG}: Information/ Limitations : /[Service is Provided
Soft Digs are made within grassed or otherwise unpaved surface conditions to a maximum depth of approximately 8 feet to determine the depth of the utility/ object. If requested, CFL also will provide the size and material type.
Soft Dig vert ical depth measurements are made from the top of each exposed utility/object to the ground surface.
The vertical depth range and visual inspection ability is dependent on events such as ground water level.
(Fl CORE BORE WITH VERTICAL EXCAVATION (DIRT SOFT DIG): Information/ Limi tations: /( Service is Provided
A Core Bore is made in asphalt or concrete to vertically expose a utility/object to determine the depth of the utility/object from the top of the utility/object to the pavement surface.
Vertical Excavation limits apply (See Item E).
Test hole will be backfilled with like materials compacted in 6" lifts or with a flowable fill mixture.

(Gl DIRECT PUSH SOIL SAMPLING: lnformation/ Umlt.ations:  If Service is Provided

The current asphalt thickness will be replaced with double asphalt thickness.
Direct Push Soil Samp ling limitations that CFL will not be held liable for include but are not limited to:
Direct push rods may not penetrate to desired depth due to subsurface sediment and/or material hardness.
Direct push rods may not penetrate through consolidated sediment, rock and/or debris.
(HI CERTIFICATE OF INS (COi): New/Revised COi Requests
Client COi requirements must be provided to CFL prior to the Authorization to Proceed being issued.
CFL will invoice client for all costs associated with client COi requirements that incur billable charges to CFL.

Innovative and Reliable Solutions

	
CFL Utility Locate Site: VAMC Access Road Hartwell Ct, Orlando, FL

'"'J.,,,u.aw
"-	Rci ··civ
CFL  will locate the underground utilities	<9
within the red outlined area going from	\\
VETERAN'S   ADMINISTRATION	the Edge of Pavement to the R/W Line.	. -.., ---._	I	'·-.   ,
MEDICAL COMPLEX	/'
(UNDER   CONSTRUCTION)	---- ------ -----
•  e,:-•1  --	·---	--s	-.---
a.s	lJ,
'  '2. .0.,Q..    ?  - -·"'  -      - -,_.,.	_.a    'JA-	,i	-·
---	_-
---	----	10'
PE-23	lJ
634+50· 37 5'	=:I
33LF 85	INV.  71.66.	RT	-   -   '">
(SOR 35)
0   0.50%	1-
'v	SM-6	63
634+30; 32.5'RT	TYP
TOP 84 . 50	TOP
12·  TEE,	INV 76 .81	INV.
2-12" G.V.
& 8. 0.

-----::-	
	({£Fl Central Flor1da Loatlng, Inc.
..en Geolog/cill 5olutlon5
114N  Jumper Drive	"Innovative and Reli able	Client:
Greene:w, a:.y:.I:m.:p.:r.o:v.:e:m:.:e.n:.t=D:i:s.t:r.i:c:t:..	.,

1- Pro;ect:
Lake Nona South - VAMC Access Road	Date:
i	11/7/19 -	J
 	
Proposal	;-,.:,:::-:-:.--.::-.:---!-':-:·. -- - - -·-	
	Bushnell, FL 33513	.
Office: (352} 793-4246 Subsurface Solut,ons"
Fax : ( 3 52) 793-8675	MelilOdS:
20 Ground Penetrating Radar (2D GPR) and Electromagnetic (EM)	Sheet:
1 of  1	:::!;"".!: '!::'	:!	:: ..::c:::ir.:=:.
o,._	=:=  °;;E-  ::"::=.'.-.-=::::E-  :.	

DESIGN/CONSTRUCTION llMELINE	
SEGMENT	DESIGN START	CONSTRUCTION START	
A	UNDERWAY	04 2020	
B	UNDERWAY	04 2020	
C	UNDERWAY	04 2020	
D	UNDERWAY	04 2020	
E	COMPLE1ED	COMPl.£1EIJ	
F	UNDERWAY	02 2020	
G	UNDERWAY	02 2020	
H	UNSCHEDULED	UNSCHEDULED	

	

ll(JIOUIIS

;

SEGMENT "A"

.... _,
JI ---..:/
I	SEGMENT "B"	."\
ua   fiA$T	I
PAI/at.	I
I
-f   --	I '
\
-	SEGMENT"C"
l£TEIA/(S
-S1l1All£W
COlll'lD

SEGMENT "E"
l,

I'/,..
I
SEGMENT "F"	1
I

SEGMENT "H"

1000	0	1000
■■Scal-e:   1   •    1000'	I
AUGUST 31, ,a,s	

,I
/I
'I
/	'
.I.' ,	 	....,1
\

I

_.,,..,,.,...:,,:-_:.
.,,"' \	'II:

I	IIOIUYAAO
I
J

I	

RESIDENTIAL	

ROADWAYS AND TR.A CTS ARE DIAGRAMMAT IC ANO SUl3JECT TO CHANCE	DONALD W. MclNTOSH Assoc1A TES, 1Nc.
ENGINEERS	PLANNERS	SURIIEYORS
2200 PARK AVENUE NORTH, WINTER PARK, FLORIDA .32789 (407) 644-4068 CERTIFICATE OF AUTr10RIZATION NO, L.868	

GREENEWAY IMPROVEMENT DISTRICT

Recommendation for Work Authorization/ Proposed Services

Project Name: GID - Centerline Drive Segment A&B

BriefDescription: 	 Ge=o=te=c=hn=icJ==aE=n.g_.1=·=enr=i=e.n_.gSe rv=ice     -   -   -   -   -   -   -   -   -   -   -   -   -   -   -   -   -	

 Name of Consultant N endor:	Professional Service Industries. Inc.	

Is this work pursuant to an existing Agreement?

 If so, name and date of Agreement:

---

Yes

---	No

Is this project included in the District Capital Improvement Plan?

---

Yes

---	No

Are the services required contemplated in the Capital Improvement Plan?

_  _  _Yes	 		No

Is this a continuation of previously authorized work?	 	

Yes

---	No

Proposal attached:

---

Yes

---	No

Form of Agreement Utilized: _P_o...p._  __soa_l_   _   _   _   _   _   _   _   _

Amount of Services:	$4,600.00	

Recommendation:	Approve	Deny

By:			 Larry Kaufmann, Chairman
Greeneway Improvement District Construction Committee

c:		Jennifer Walden Tucker Mackie Jeffrey Newton Lynne Mullins

intC?rtC?k•

I

Proposal  Number: 0757-292701Rl
Updated November 4, 2019

Professional Service Industries, Inc. 1748  33rd Street,  Orlando, FL 32839
Phone: (407) 304-5560
Fax: (407) 304-5561

Mr. Richard Levey
Chairman - Board of Supervisors Greeneway Improvement District 12051 Corporate Boulevard
Orlando, Florida 32817

RE :	Proposal
Geotechnical Engineering Services Centerline Drive, Segments A and B Orlando, Florida 32827

Dear Mr. Levey:

In response to a request from Mr. James Nugent, P.E. with Donald W. McIntosh Associates, Professional Service Industries, Inc. (PSI) is pleased to submit this proposal to provide design level geotechnical engineering services for Segments A and B of the proposed Centerline Drive improvements. This revised proposal presents our scope of services, contains information on scheduling and our estimated fee for the proposed project based on recently updated project information provided to PSI.

Our proposal is based on the boring locations being readily accessible to our truck-mounted drill rig and right of access being provided to PSI to conduct our field work.

Experience

PSI has been providing geotechnical engineering services for Lake Nona/Tavistock for more than 25 years, including the roadway infrastructure throughout Laureate Park, Lake Nona Boulevard and the Lake Nona Boulevard/State Road 417 Interchange.

Project Information

The project site under consideration herein is a vacant tract of land located between the existing intersection of Laureate Boulevard and Hartwell Court road and Nemours Parkway. Based on the preliminary plans and project information provided to PSI, the project consists of two segments (Segment A and B) of roadway, extending approximately 2,200± feet along the project site.

Segment A of the proposed roadway will begin at a partially constructed intersection located along Nemours Parkway, approximately 1,200± feet east of the intersection of Lake Nona Boulevard and Nemours Parkway. The new roadway will be aligned south approximately 1,100± feet and will connect another partially constructed intersection located along Tavistock Lakes Boulevard. Segment B will begin at the terminus of Segment A and will extend south approximately 1,100± feet to connect Laureate Boulevard at the existing  intersection  of Hartwell Court and Laureate Boulevard.

Engineering Certificate of Authorization 3684 www.intertek.com/building

Proposal Number: 0757-292701Rl Greeneway Improvement District Updated November 4, 2019
Page 2 of 5

Based on the updated project information provided to us, the drainage and sanitary pipelines planned for Segments A and B will connect the existing stub-outs at Hitchings Avenue. The pipelines will traverse west to east from the center of the intersection planned for Segment B to Hitchings Avenue. The new pipelines will be installed at a depth of approximately 15 feet below the existing ground surface.

The listed information/assumptions have been used for the purpose of preparing this proposal. Adjustments to the scope of services may be necessary if the planned development differs from the noted assumptions.

Scope of Geotechnica/ Services

The purpose of this exploration is to obtain information on the  subsurface  soil and groundwater  conditions within the project alignment. The subsurface conditions encountered will then be evaluated with respect to the available project characteristics. In this regard, design-level geotechnical engineering evaluations for the following issues will be addressed.

Recommendations for soil subgrade preparation, including stripping, grubbing and compaction . Engineering criteria for placement and compaction of approved structural fill materials.

General location and description of potentially deleterious materials encountered in the borings which may interfere with construction progress or roadway/pavement performance, including existing fills or surficial organics.

Identification of groundwater levels and estimating the normal seasonal high and average wet­ seasonal groundwater levels.

Pavement design and construction recommendations for a flexible asphalt section based on the encountered soil and groundwater conditions.

Perform a roadway underdrain review based on the roadway profiles from the civil engineer .

Prepare needed geotechnical plan sheets (24" x 36") and associated general notes and specifications.

Perform shop drawing review of geotechnical related items.

The following services will be provided in order to achieve the preceding objectives:

Review readily available published geologic and topographic information. This published information will be obtained from the appropriate quadrangle map published by the United States Geological Survey (USGS) and the "Soil Survey of Orange County, Florida" published by the United States Department of Agriculture (USDA) Soil Conservation Service (SCS). As part of this task, we will also review our existing geotechnical engineering reports for the immediate area.

Execute a program of subsurface sampling and field testing. PSI proposes to perform a field exploration program for the project comprising the following.

int<?rt<?k •

www.intertek.com/building

Segment A

Segment B

Proposal Number : 0757-292701Rl Greeneway Improvement District Updated November 4, 2019
Page 3 of 5

4 Auger Borings (7 feet deep, spaced at approximately 200 feet) 1 SPT Boring (20 feet deep)

4 Auger Borings (7 feet deep, spaced at approximately 200 feet) 3 SPT Boring (20 feet deep)

In the SPT boring, samples will be collected and Standard Penetration Test resistances (N-values) will be measured virtually continuously for the top ten (10) feet and on intervals of five (5)  feet thereafter. In the auger borings, samples will be collected with each change in soil stratum. Upon completion of drilling, the borings will be backfilled with soil cuttings prio r to leaving the site.

Visually classify and stratify representative soil samples in the laboratory using the Unified Soil Classification System. Conduct a limited laboratory testing program to confirm soil classification and engineering properties. Identify soil conditions at each boring location and form an opinion of  the site soil stratigraphy.

Collect groundwater level measurements in the boreho les and estimate normal seasonal high and average wet seasonal groundwater levels.

The results of the field exploration and laboratory tests will be used in the engineering analysis and in the formulat ion of our design level geotechnical recommendations for the project. The results of the subsurface exploration, including the recommendations and the data on which they are based, will be presented in a written engineering report prepared by a Professional Engineer licensed in the State of Florida.

Schedule

The first tasks will be to locate borings in the field and to coordinate obtaining utility clearance for the borings through Sunshine State One Call of Florida (Call 811). This normally requires on the order of 3 to 4 business days to complete. We anticipate one to two days for completion of the field exploration. Laboratory testing will require one week to complete upon completion of field activities. Engineering and preparation of the report will require one to two weeks after completion of the field activities. From notice to proceed through submittal of a report will require three weeks.

Service Fee

It is proposed the fee for performance of the above-outlined services be determined on a unit price basis, in accordance with our Schedule of Services and Fees, and the services be performed pursuant to our General Conditions. A copy of our Schedule of Services and Fees and our General Conditions are enclosed herewith and by reference are incorporated into this proposal. On the basis of the noted scope of services and the attached Schedule of Services and Fees, it is estimated PSl's fee for the project will be $4,600.00. Our proposal is based on the site being accessible to PSl's truck/track mounted drilling equipment. The scope of obtaining a dewatering permit is not included herein, as the details of this work are unknown to PSI at this time.

www.intertek.com/building

intertek.

I

Closure

Proposal Number: 0757-292701Rl Greeneway Improvement District Updated November 4, 2019
Page 4 of 5

We appreciate the opportunity to offer our services to you on this project. If this proposal is acceptable, please sign below as notice to proceed and return one (1) copy of this proposal intact to our office. Should you  have  any questions in regard to this proposal, please do not hesitate to contact this office.

Sincerely,
PROFESSIONAL SERVICE INDUSTRIES, INC.

Venkata Prashanth Muppana, M.S., E.I. Staff Engineer

Robert A. Trompke, P.E.
Florida Geotechnical Practice Leader

0757 -292701Rl (Centerline Drive -Segments A and B).docx
cc: Mr. James C. Nugent, P.E. - Donald W. McIntosh Associates Attachments
Schedule of Services and Fees
General Conditions

AGREED TO THIS 		DAY OF	,

BY (Please Print):_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
TITLE:._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
COMPANY:. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

SIGNATURE: 	

www.eirt ek.com/ building

intertek
SI

SCHEDULE OF SERVICES AND FEES
Geotechnical Engineering Services Centerline Drive Segments A & B Orlando, Florida

Proposal Number: 0757-292701Rl Greeneway Improvement District Updated November 4, 2019
Page 5 of 5

Description	
Quantity	
Unit	Unit Rate	Total Cost	
I. FIELD INVESTIGATION					
A.		Mobilization	of	Men	&	Drilling Equipment	1	Trip	$ 4 20.00	$	420.00	
B.	Utility/Borings Coordination	2	Hours	85.00	170.00	
C.	Standard Penetration Test (SPT) Borings					
(4@20feet)					
0 to SO feet deep	80	L.F.	13.00	1,040.00	
D.	Auger Borings					
(8@ 7feet)					
0 to 50 feet deep	56	L.F.	10.00	560.00	

LABORATORYTESTING

Subtotal Field Investigation

$ 2,190.00

A.	Allowance	for	Visual	Classification,	1	Lump	$ 4 00.00	$	400 .00	
	Limited Index Testing			Sum			

Subtotal Laboratory Testing	$	400.00

Ill. ENGINEERING SERVICES	

A.	Principal Consultant	2	Hours	$ 190.00	$	380.00	
B.	Project Engineer	8	Hours	110.00	880.00	
C.	Underdrain Review	1	Lump Sum	500.00	500.00	
D.	CAD Drafting	2	Hours	70.00	140.00	
E.	Clerical	2	Hours	55.00	110.00	
Subtotal Engineering Services	$  2,010.00
TOTAL ALL SERVICES	$  4,600.00

w w w.int ert ek.com/ building

intertek
5

GENERAL CONDITIONS

1. PARTIES AND SCOPE OF WORK: Professional Service Industries Inc. ("PSI") shall include said company or its particular division, subsidiary or atliliate performing the work . "Work" means the specific service to be performed by PSI as set forth in PSl's proposal, Client's acceptance thereof and these General Conditions. Additional work ordered by Client shall also be subject to these General Conditions. "Client" refers to the person or business entity ordering the work to be done by PSI. If Client is ordering the work on behalf of another, Client represents and warrants that it is the duly authorized agent of said party for the purpose of ordering and directing said work. Unless otherwise stated in writing, Client assumes sole responsibility for detennining whether the quantity and the nature of the work ordered by the client is adequate and sufficient for Client's intended purpose. Client shall communicate these General Conditions to each and every third party to whom Client transmits any part of PSI's work. PSI shall have no duty or obligation to any third party greater than that set forth in PSl's proposal, Client's acceptance thereof and these General Conditions. The ordering of work from PSI, or the reliance on any of PSl's work, shall constitute acceptance of the te1ms ofPSI's proposal and these General Conditions, regardless of the tenns of any subsequently issued document.

TESTS AND INSPECTIONS: Client shall cause all tests and inspections of the site, materials and work performed by PSI or others to be timely and properly perfonned in accordance with the plans, specifications and contract documents and PSI's recommendations. No claims for loss, damage or injury shall be brought against PSI by Client or any third party unless all tests and inspections have been so perfonned and unless PSI's recommendations have been followed. Client agrees to indemnify, defend and hold PSI, its officers, employees and agents harmless from any and all claims, suits, losses, costs and expenses, including, but not limited to, court costs and reasonable attorney's fees in the event that all such tests and inspections are not so performed or PSl's recommendations are not so followed.

PREVAILING WAGES: This proposal specifically excludes compliance with any project labor agreement, labor agreement, or other union or apprenticeship requirements. In addition, unless explicitly agreed to in the body of this proposal, this proposal specifically excludes compliance with any state or federal pre\'ailing wage law or associated requirements, including the Davis Bacon Act. It is agreed that no applicable preYailing wage classification or wage rate has been provided to PSI, and that all wages and cost estimates contained herein are based solely upon standard, non-pre\'ailing wage rates. Should it later be detennined by the Owner or any applicable agency that in fact prevailing wage applies, then it is agreed that the contrnct value of this agreement shall be equitably adjusted to accow1t for such changed circumstance. Client will reimburse, defend, indemnify and hold harmless PSI from and against any liability resulting from a subsequent determination that prevailing wage regulations cover the Projec t, including all costs, fines and attorney's fees.

SCHEDULING OF WORK: The services set forth  in  PSl's proposal  and Client's  acceptance  will  be accomplished  by  PSI personnel  at the prices quoted.  If PSI is required to delay commencement of the work orif, upon embarking upon its work, PSI is required to stop orintem1pt the progress of its work as a result of changes in the scope of the work requested by Client, to fulfill the requirements of third parties, intem1ptions in the progress of construction, or other causes beyond the direct reasonable control of PSI, additional charges will be applicable and payable by Clien t.

ACCESS TO SITE: Client will arrange and provide such access to the site and work as is necessaiy for PSI to perform the work. PSI shall take reasonable measures and precautions to minimize damage to the site and any improvements located thereon as the result of its work or the use of its equipment.

CLIENT'S DUTY TO NOTIFY ENGINEER: Client warrants that it has adYised PSI of any known or suspected hazardous materials, utility lines and pollutants at any site at which PSI is to do work, and unless PSI has assumed in writing the responsibility of locating subsurface objects, structures, lines or conduits, Client agrees to defend, indemnify and save PSI harmless from all claims, suits, losses, costs and expenses, including reasonable attomey's fees as a result of personal injury, death or property damage occurring with respect to PSI's perfonnance of its work and resulting to or caused by contact with subsurface or latent objects, structures, lines or conduits where the actual or potential presence and location thereof were not revealed to PSI by Client.

RESPONSIBILITY: PSl's work shall not include detennining, supervising or implementing the means, methods, techniques, sequences or procedures of construction. PSI shall not be responsible for evaluating, reporting or affecting job conditions concerning health, safety or wel fare, PSl's work or failure to perfmm same shall not in any way excuse any contractor, subcontractor or supplier from performance of its work in accordance with the contract documents. Client agrees that it shall require subrogation to be waived against PSI and for PSI to be added as an Additional Insured on all policies of insurance, including any policies required of Client's contractors or subcontractors, co\'ering any construction or development activities to be performed on the project site. PSI has no right or duty to stop the contractor's work.

SAMPLE DISPOSAL: Test specimens will be disposed immediately upon completion of the test. All drilling samples will be disposed sixty (60) days after submission of PSI's report.

9. PAYMENT: The quantities and fees prm·ided in this proposal are PSI's estimate based on information pro\'ided by Client and PSI's experience on similar projects. The actual total amount due to PSI shall be based on the actual final quantities provided by PSI at the unit rates provided herein. Where Client directs or requests additional work beyond the contract price it will be deemed a change order and PSI will be paid according to the fee schedule. Client shall be invoiced once each month for work performed during the preceding period. Client agrees to pay each im·oice within thirty (30) days of its receipt. Client further agrees to pay interest on all amounts invoiced and not paid or objected to for valid cause in writing within said thirty (30) day period at the rate of eighteen (18) percent per annum (or the maximum interest rate permitted under applicable law), until paid. Client agrees to pay PSl's cost of collection of all amounts due and unpaid after thirty (30) days, including court costs and reasonable attorney's fees. PSI shall not be bound by any provision or agreement requiring or providing for arbitration of disputes or controversies  arising  out of this agreement, any provision wherein PSI waives any rights to a mechanics' lien, or any provision conditioning PSI's right to receiYe payment for its work upon payment to Client by any third party. These General Conditions are notice, where required, that PSI shall file a lien whenever necessary to collect past due amounts. Failure to make payment within 30 days of invoice shall constitute a release of PSI from any and all claims which Client may have, whether in tort, contract or otherwise, and whether known or unknown atlhetime.

1
B-900-11(14)	9/17

GENERAL CONDITIONS

DJVlDUAL.. EMl'LOYEES. OFFICER.
ANY PERS ONA  L  u,wn,rrv AND THAT NOTWITHSTANO!NG ANY OTHER PROVJSJ0N OF THJS AGREEMENT CLIENTAGREF<.iWAT II , SOLE AND
EXCLUSIVE REMEDY . HALL BE TO DIRE TORA. SERT ANY C"LAIM, DEMAND, OR UlT ONLYAGAIN . TPSL

SHOULD PSI OR ANY OF ITS EMPLOYEES  BE FOUND TO HAVE BEEN NEGLIGENT  IN THE PERFORMANCE OF ITS WORK   OR TO
HAVE MADE  AND  BREACHED  ANY  EXPRESS  OR IMPLIED  WARRANTY,  RE PRE. ENTATION OR  CON'   ffiACT. CLIENT. ALL PARTIES
CLAIMINGTHROUGHCLIENTANDALLPARTIESCLAIM	HAVEIN ANYWAYR	DUPONPSl'SWORKAGREET	THE	
MAXIMUM AGGREGATE AMOUNT	FFICER S, E	AND AGENTS SHAI	D TO	
$25,000.00 OR THE TOTALA MOUNT	WORK PER ·	TH · PROJECT. WHI	CJNT	

IS G	R. IN THE	EVENT CLIENT IS UNWILLING OR UNABLE	IMIT PSI'S LIABILITY IN ACCORDANCE WITH THE	
PROVI		U ENT MAY, UP	N REQUEST OF CLIENT R ECEIVED WITHIN FIVE DAYS	
OFCLl		THE LIMlT O P	. TY TO $250,000.00 OR T HE AMO UNT OF PSJ ' F E · PArD	
PROJ ECT, wrn ' HEYER I. THE GREATER. BY AGREEING TO PAY p .I A SUM EOUlVALENT TO AN	

.
ADDITIONAL AMOUNT OF 5% OF THE TOTAL FEE TO BE CHARGED FOR PSI'S SERVICES. THIS CHARGE IS NOT TO BE CONSTRUED AS BEING A CHARGE FOR INSURANCE OF ANY TYPE. BUT IS INCREASED CONSIDERATION FOR THE GREATER LIABILITY JNVOLVED. lN ANY EVENT, A"n" 0RN EY' FEES EXPENDED BY PSI IN CONNECTION WITH ANY CLAIM SHALL REDUCE THE AMOUNTAVAfLABLE,AND ONLY ON SU H AMOUNl'WILLAPPLYTOANYPROJECT.

NEITHER PARTY SHALL BE LIABLE TO THE OTHER IN CONTRACT, TORT (INC LUDIN G NEGLIGENC E AND BREACH OF STATIITORY DUTY) OR OTHERW ISE FOR LOSS OF PROFIT (WHET HER DrRECT OR INDfRECTJ OR FOR ANY INDfRECT, CONSEOUENTTAL PUNTI1VE. OR SPECIAL LOSS OR DAMAGE, INCLUDING WITHOUT LlMlTATION LOSS OF PROFITS, REVENUE, BU, !NE. . , OR ANTl 'IPATED SAVIN S (EVEN WHEN ADV! ED OF THElR PO SIBIL ITY).

NOA ' 11 0 N OR CLA IM. WHETHER IN TO RT . CO NTRA T. OR THERWISE, MAY BE BR UGHT AGAINST PS L ARISING FROM OR RELATED TO PSI'S WORK  MOR · T HAN   TWO YEAR  AFTER THE CESSATION OF PSI'S WORK H ER E  ND£ R, R EG ARDLE.	F THE DATE OF DISCOVERY OF SUCH
CLAIM.

II. INDEMNITY: Subject to the above limitations, PSI agrees not to defend but to indemnify and hold Client harmless from and against any and all claims, suits, costs and expenses including reasonable attorney's fees and court costs to the extent arising out of PSI's negligence as finally determined by a court ofl aw. Client shall provide the same protection to the extent of its negligence. In the event that Client or Client's principal shall bring any suit, cause of action, claim or counterclaim against PSI, the Client and the party initiating such action shall pay to PSI the costs and expenses incull'ed by PSI to investigate, answer and defend it, including reasonable attorney's and witness fees and court costs to the extent that PSI shall prevail in such suit.

TERMINATION: This Agreement may be terminated by either party upon se\'en days' prior written notice . In the event oftem1ination, PSI shall be compensated by Client for all services performed up to and including the tennination date, including reimbursable expenses.

EMPLOYEES/WITNESS FEES: PSI's employees shall not be retained as expert witnesses except by separate, written agreement. Client agrees to pay PSl's legal expenses, administrative costs and fees pursuant to PSI's then cunent fee schedule for PSI to respond to any subpoena. For a period of one year after the completion of any work performed under this agreement, Client agrees not to solicit, recruit, or hire any PSI employee or person who has been employed by PSI within the preYious twelve months. In the event Client desires to hire such an indiYidual, Client agrees that it shall seek the written consent of PSL and shall pay PSI an amount equal to one­ half of the employee's annualized salary, wi thoul PSI wai\"ing other remedies it may have.

FIDUCIARY: PSI is not a financial advisor, does not pro\'ide financial advice or analysis of any kind, and nothing in our repotts can create a fiduciary relationship between PSI and any other party.

RECORDING: Photographs or video recordings of the Client's own project may be taken by and used for the Client's own internal pmposes. Photographs or video recordings may not be used for marketing or publicity, or distributed to a third party or otherwise published without PSl's prior review and consent in writing. Taking photographs of other Clients' samples, test setups, or facilities, or recording in any manner any test specimen other than the test specimen related to the Client's project is prohibited; and the Client agrees to hold in strict confidence and not use any proprietary information disclosed either advertently or inadvertently . The Client shall defend, hold harmless, and indemnify PSI for any breach of this clause

CHOICE OF LAW AND EXCLUSIVE VENUE: All claims or disputes arising or relating to this agreement shall be governed by, constmed, and enforced in accordance with the laws of Illinois . The exclusive venue for all actions or proceedings arising in connection with this agreement shall be either the Circuit Court in Cook County, Illinois, or the Federal Court for the Northern District of Illinois.

PROVISIONS SEVERABLE: The parties have entered into this agreement in good faith, and it is the specific intent of the parties that the tenns of these General Conditions be enforced as written . In the event any of the provisions of these General Conditions should be found to be unenforceable, it shall be stricken and the remaining provisions shall be enforceable.

18. ENTIRE AGREEMENT: This agreement constitutes the entire understanding of the parties, and there are no representations, warranties or undertakings made other than as set forth herein. This agreement may be amended, modified or terminated only in writing, signed by each of the parties hereto.

2
B-900-11(14)	9/17

,----------
/	SEGMENT "A"
1
::-.::. : 1
-;- ::·	SEGMENT "B"
,
I

SEGMENT "C''.

K'l(R.IN'S AOIINSTRA»GW M(f)jCAL COWUJ(

SEGMENT "E"

SEGMENT "F"

/ I

SEGMENT "H"

DESIGN/CONSTRUCllON TIMELINE	

SEGMENT	
DESIGN START	CONSTRUCTION START	
A	UNDERWAY	04 2020	
8	UNDERWAY	04 2020	
C	UNDERWAY	04 2020	
D	UNDERWAY	04 2020	
E	COMPLETED	COMPLETED	
F	UNDERWAY	02 2020	
C	UNDERWAY	02 2020	
H	UNSCHEDULED	UNSCHEDULED	

,,.

1000	0
■S■eal&-:   1   •    1000•

1000
I

AUGUST 31, 2018

DONALD W. MclNTOSH ASSOCIATES, INC. ENGINEERS	PLANNERS	SURVEYORS
2200 PARK AVENUE NORTH, WINTER PARK, FLORIDA J2789 (407) 644- 4068 CERTIFICATE OF AUTHORIZATION NO, LB6B

RESIDENTIAL ROADWAYS AND TRACTS ARE DIAGR AMMAT IC AND SUBJECT TO CHANCE

GREENEWA Y IMPROVEMENT DISTRICT

Recommendation for Work Authorization/ Proposed Services

Project Name: 010 - Centerline Drive Segment C&D Brief Description:	Geotechnical Engineering Services

Name of Consultant Nendor:	Professional Service Industries. Inc. .

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

./	Yes

- - - No

Is this project included in the District Capital Improvement Plan?

---

Yes

---	No

Are the services required contemplated in the Capital Improvement Plan?

Is this a continuation of previously authorized work?	 	

Yes

Yes

_  _  _ No

/	No

Proposal attached:	V	Yes

---	No

Form of Agreement Utilized:.-:P:...:r""oJ;:.p..;;.o.;:.;sa=l 	_

Amount of Services:

Recommendation:

I}

$7,910.00	

Approve	Deny

By:

c_ .	a		,	

1,	11 i1

arry K ufmann, Chairman
Greeneway Improvement District Construction Committee

c:		Jennifer Walden Tucker Mackie Jeffrey Newton Lynne Mullins

intertek .,

I

Proposal  Number: 0757-292693
October 15, 2019

Professional Service Industries, Inc. 1748 33rd Street, Orlando, FL 32839
Phone: (407) 304-5560
Fax: (407) 304-5561

Mr. Richard Levey
Chairman - Board of Supervisors Greeneway Improvement District 12051 Corporate Boulevard
Orlando, Florida 32817

RE :	Proposal
Geotechnical Engineering Services Centerline Drive, Segments C and D Orlando, Florida 32827

Dear Mr. Levey:

In response to a request from Mr. James Nugent, P.E. with Donald W. McIntosh Associates, Professional Service Industries, Inc. (PSI) is pleased to submit this proposal to provide design level geotechnical engineering services for Segments C and D of the proposed Centerline Drive improvements. This proposal presents our scope of services, contains information on scheduling and our estimated fee for the proposed project.

Our proposal is based on the boring locations being readily accessible to our truck-mounted drill rig and right of access being provided to PSI to conduct our field work.

Experience

PSI has been providing geotechnical engineering services for Lake Nona/Tavistock for more than 25 years, including the roadway infrastructure throughout Laureate Park, Lake Nona Boulevard and the Lake Nona Boulevard/State Road 417 Interchange.

Proiect Information

The project site under consideration is the existing Hartwell Court road and the vacant  area, east/southeast of the terminus of Hartwell Court, proposed for the new roadway expansion. The project roadway alignment lies east of the Orlando VA Medical Center in Orlando, Orange County Florida.

Based on the preliminary plans and project information provided to PSI, the project consists of two segments (Segments C and D) of roadway, extending approximately 2,500± feet. The roadway alignment will begin at the existing intersection of Laureate Boulevard and Hartwell Court and will be aligned south/southeast to Kellogg Avenue. We understand that the new road will be renamed Centerline Drive after the proposed improvements.

Segment C of the proposed roadway will consist of the reconfiguration of the existing Hartwell Court road. The reconfiguration will include the narrowing of the existing travel lanes to provide space for parallel parking and a new multi-use trail on the east side of the roadway.

Engineering Certificate of Authorization 3684
www.intertek.com/building

Proposal Number: 0757-292693 Greeneway Improvement District
October 15, 2019
Page 2 of 5

Segment D will begin at the southern terminus of Hartwell Court (Segment C) and the new road will be aligned east to connect to Kellogg Avenue. A portion of Segment D will traverse an existing stormwater pond (SMA-1lA). We understand that a box-culvert may be used for supporting a portion of the roadway over SMA-llA.

The listed information/assumptions have been used for the purpose of preparing this proposal. Adjustments to the scope of services may be necessary if the planned development differs from the noted assumptions.

Scope of Geotechnica/ Services

The purpose of this exploration is to obtain information on the subsurface  soil  and groundwater  conditions within the project alignment. The subsurface conditions encountered will then be evaluated with respect to the available project characteristics. In this regard, design-level geotechnical engineering evaluations for the following issues will be addressed.

Feasibility of utilizing a shallow foundation system for support of the proposed box culvert .

Design parameters required for the foundation system of the box culvert,  including  allowable bearing pressure, foundation levels and expected settlements.

Design parameters required for below grade elements and retaining walls for the box culvert.

Recommendations for soil subgrade preparation, including stripping, grubbing and compaction . Engineering criteria for placement and compaction of approved structural fill materials.

General location and description of potentially deleterious materials encountered in the borings which may interfere with construction progress or roadway/pavement performance, including existing fills or surficial organics.

Identification of groundwater levels and estimating the normal seasonal high and average wet­ seasonal groundwater levels.

Pavement design and construction recommendations for a flexible asphalt section based on the encountered soil and groundwater conditions.

Determine existing asphalt pavement section thicknesses along Segment C of the alignment and provide mill and overlay recommendations.

Perform a roadway underdrain review based on the roadway profiles from the civil engineer.

Prepare needed geotechnical plan sheets (24" x 36") and associated general notes and specifications.

Perform shop drawing review of geotechnical related items.

www.intertek.com/building

int<?rt<?k •

I

Proposal  Number: 0757-292693
Greeneway  Improvement District
October 15,  2019
Page 3 of 5

The following services will be provided in order to achieve the preceding objectives:

Review readily avai lable published geologic and topographic information. This published information will be obtained from the appropriate quadrangle map published by the United States Geological Survey (USGS) and the "Soil Survey of Orange County, Florida" published by the United States Department of Agriculture (USDA) Soil Conservation Service (SCS). As part of this task, we will also review our existing geotechnical engineering reports for the immediate area.

Execute a program of subsurface sampling and field testing. PSI proposes to perform a field exploration program for the project comprising the following.

Segment C

Segment D

Box Culvert

6 Pavement Cores (Spaced at approximately 200 feet)
5 Auger Borings (7 feet deep, spaced at approximately 200 feet) 1 SPT Boring (20 feet deep)

3 Auger Borings (7 feet deep, spaced at approximately 200 feet) 1 SPT Boring (20 feet deep)

2 SPT Borings (SO feet deep)

In the SPT boring, samples will be collected and Standard Penetration Test resistances (N-values) will be measured virtually continuously for the top ten (10) feet and on intervals of five  (S)  feet thereafter. The culvert borings will be performed on the shoreline of SMA-llA, as close as access allows for our drill rig. In the auger borings, samples will be collected with each change in soil stratum. Upon completion of drilling, the borings will be backfilled with soil cuttings prior to  leaving the site.

Visually classify and stratify representative soil samples in the laboratory using the Unified Soil Classification System. Conduct a limited laboratory testing program to confirm soil classification and engineering properties. Identify soil conditions at  each boring location and form an opinion of the  site soil stratigraphy.

Collect groundwater level measurements in the boreholes and estimate normal seasonal high and average wet seasonal groundwater levels.

The results of the field exploration and laboratory tests will be used in the engineering analysis and in the formulation of our design level geotechnical recommendations for the project. The results of the subsurface exploration, including the recommendations and the data on which they are based, will be presented in a written engineering report prepared by a Professional Engineer licensed in the State of Florida.

intertek.

www.intertek.com/building

Schedule

Proposal Number: 0757-292693 Greeneway Improvement District
October 15, 2019
Page 4 of 5

The first tasks will be to locate borings in the field and to coordinate obtaining utility clearance for the borings through Sunshine State One Call of Florida (Call 811). This normally requires on the order of 3 to 4 business days to complete. We anticipate one to two days for completion of the field  exploration.  Laboratory  testing will require one week to complete upon completion of field act ivities . Engineering and preparation of the report will require one to two weeks after completion of the field activities. From notice to proceed through submittal of a report will require on the order of three to four weeks.

Service Fee

It is proposed the fee for performance of the above-outlined services be determined on a unit price basis, in accordance with our Schedule of Services and Fees, and the services be performed pursuant to our General Conditions. A copy of our Schedule of Services and Fees and our General Conditions are enclosed herewith and by reference are incorporated into this proposal. On the basis of the noted scope of services and the attached Schedule of Services and Fees, it is estimated PSl's fee for the project will be $7,910.00. Our proposal is based on the site being accessible to PSl's truck/track mounted drilling equipment. The scope of obtaining a dewatering permit is not included herein, as the details of this work are unknown to PSI at this time.

Closure

We appreciate the opportunity to offer our services to you on this project. If this proposal is acceptable, please sign below as notice to proceed and return one (1) copy of this proposal intact to our office. Should you have any questions in regard to this proposal, please do not hesitate to contact this office.
Sincerely,
PROFESSIONAL SERVICE INDUSTRIES, INC.

Venkata Prashanth Muppana, MSCE, E.I. Staff Engineer
0757-292693 (Centerline Drive -Segments C and D).docx
cc: Mr. James C. Nugent, P.E. - Donald W. McIntosh Associates Attachments
Schedule of Services and Fees
General Conditions

Robert A. Trompke, P.E.
Florida Geotechnical Practice Leader

AGREED TO THIS 		DAV OF _  _  _  _  _  _  _  _  _  _  _  _  _  _  _  _  _  _  _  _      . 		_
BV(Please Print):_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
TITLE:_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
COMPANY:_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
SIGNATURE:_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

intertek .

www.intertek.com/building

Proposal Number: 0757-292693 Greeneway Improvement District
October 15, 2019
Page 5 of 5

SCHEDULE OF SERVICES AND FEES
Geotechnical Engineering Services Centerline Drive Segments C & D Orlando, Florida

Description	Quantity	Unit
FIELD INVESTIGATION

Unit	Total

A.	Mobilization
Equipment	of	Men	&	Drilling	1	Trip	$ 420.00	$	420.00	

B.	Utility/Borings Coordination	2	
Hours	
85.00	
170.00	
C.		Standard Penetration Test (SPT) Borings (2 @ SO feet) and (2 @ 20 feet)					
0 to SO feet deep	140	L.F.	13.00	1,820.00	
D.	Auger Borings					
(10@7feet)					
0 to SO feet deep	70	L.F.	10.00	700.00	
E.	Pavement Cores/Patching	6	Each	200.00	1,200.00	

LABORATORYTESTING

Subtotal Field Investigation

$ 4,310.00

Allowance	for	Visual Classification,	1
Limited Index Testing

Lump Sum

$ 500.00

$	500.00

Subtotal Laboratory Testing

$	500.00

Ill. ENGINEERING SERVICES	

A.	Principal Consultant	4	Hours	$195.00	$	780.00	
B.	Project Engineer	12	Hours	110.00	1,320.00	
C.	Underdrain Review	1	Lump sum	500.00	500.00	
D.	CAD Drafting	4	Hours	70.00	280.00	
E.	Clerical	4	Hours	55.00	220.00	

s

Subtotal Engineering Services	$ 3,100.00
TOTAL ALL SERVICES	$ 7,910.00

w w w .int ert ek .com/ building

intertek

GENERAL CONDITIONS

I. PARTIES AND SCOPE OF WORK: Professional Service Industries Inc. ("PSI") shall include said company or its particular division, subsidiary or afliliate performing the work. "Work" means the specific service to be perfom1ed by PSI as set forth in PSl's proposal, Client's acceptance thereof and these General Conditions. Additional work ordered by Client shall also be subject to these General Cond itio ns. "Client" refers to the person or business entity ordering the work to be done by PSI. If Client is ordering the work on behalf of another, Client represents and warrants that it is the duly authorized agent of said party for the purpose of ordering and directing said work. Unless otherwise stated in writing, Client assumes sole responsibility for determining whether the quantity and the nature of the work ordered by the client is adequate and sufficient for Client's intended purpose. Client shall communicate these General Conditions to each and every third party to whom Client transmits any part of PSl's work. PSI shall have no duty or obligation to any third party greater than that set forth in PSI's proposal, Client's acceptance thereof and these General Conditions. The ordering of work from PSI, or the reliance on any of PSI's work, shall constitute acceptance of the terms ofPSI's proposal and these General Conditions, regardless of the tenns of any subsequently issued document.

2. TESTS AND INSPECTIONS: Client shall cause all tests and inspections of the site, materials and work performed by PSI or others to be timely and properly perfonned in accordance with the plans, specifications and contract documents and PSI's recommendatio ns. No claims for loss, damage or injury shall be brought against PSI by Client or any third party unless all tests and inspections have been so performed and unless PSI's recommendations h1l\"e been followed. Client agrees to indemnify, defend and hold PSI, its officers, employees and agents harmless from any and all claims, suits, losses, costs and expenses, including, but not limited to, court costs and reasonable attorney's fees in the event that all such tests and inspections are not so performed or PSI 's recommendations are not so followed.

3. PREVAILING WAGES: This proposal specifically excludes compliance with any project labor agreement, labor agreement, or other union or apprenticeship requirements. In addition, unless explicitly agreed to in the body of this proposal, this proposal specifically excludes compliance with any stale or federal preYailing wage law or associated requirements, including the Davis Bacon Act. It is agreed that no applicable preYailing wage classification or wage rate has been provided to PSI, and that all wages and cost estimates contained herein are based solely upon standard, non-pre,·ailing wage rates. Should it later be determined by the Owner or any applicable agency that in foci prevailing wage applies, then it is agreed that the contract value of this agreement shall be equitably adjusted to account for such changed circums tance , Client will reimburse, defend, indemnify and hold harmless PSI from and against any liability resulting from a subsequent determination that prevailing wage regulations cover the Project, including all costs, fines and attorney's fees.

SCHEDULING OF WORK: T11e services set forth in PSI's proposal  and Client's  acceptance  will  be accomplished  by PSI personnel  at  the prices quoted . If PSI is required to delay commencement of the work or if, upon embarking upon its work, PSI is required to stop or intem1pt the progress of its work as a result of changes in the scope of the work requested by Client, to fulfill the requirements of third parties, intem1ptions in the progress of construction, or other causes beyond the direct reasonable control of PSI, additional charges will be applicable and payable by Client.

s. ACCESS TO SITE: Client will arrange and provide such access to the site and work as is necessaiy for PSI to perfol'm the work. PSI shall take reasonable measures and precautions to minimize damage to the site and any improvements located thereon as the result of its work or the use of its equipment .

CLIENT'S DUTY TO NOTIFY ENGINEER: Client warrants that it has advised PSI of any known or suspected hazardous materials, utility lines and pollutants at any site at which PSI is to do work, and unless PSI has assumed in writing the responsibility of locating subsurface objects, structures, lines or conduits, Client agrees to defend, indemnify and save PSI harmless from all claims, suits, losses, costs and expenses, including reasonable attorney's fees as a result of personal injury, death or property damage occuning with respect to PSI's performance of its work and resulting to or caused by contact with subsurface orlatent objects, stmctures, lines or conduits where the actual or potential presence and location thereof were not revealed to PSI by Client.

RESPONSIBILITY: PSl's work shall not include determining. supervising or implementing the means, methods, techniques, sequences or procedures of constmction. PSI shall not be responsible for evaluating, reporting or affecting job conditions concerning health, safety or welfare. PSI's work or failure to perfo,m same shall not in any way excuse any contractor, subcontractor or supplier from performance of its work in accordance with the contract documents. Client agrees that it shall require subrogation to be waived against PSI and for PSI to be added as an Additional Insured on all policies of insurance, including any policies required of Client's contractors or subcontractors, covering any construction or development ac tivities to be performed on the project site. PSI has no right or duty to stop the contractor's work.

8. SAMPLE DISPOSAL: Test specimens will be disposed immediately upon completion of the test. All drilling samples will be disposed sixty (60) days after submission of PSI's report.

9. PAYMENT: The quantities and fees proYided in this proposal are PSI's estimate based on information proYided by Client and PSI's experience on similar projects. The actual total amount due to PSI shall be based on the actual final quantities provided by PSI at the unit rates prO\·ided herein. Where Client directs or requests additional work beyond the contract price it will be deemed a change order and PSI will be paid according to the fee schedule. Client shall be invoiced once each month for work performed during the preceding period. Client agrees to pay each invoice within thirty (30) days of its receipt. Client further agrees to pay interest on all amounts invoiced and not paid or objected to for valid cause in writing within said thirty (30) day period at the rate ofeighteen (18) percent per annum (or the maximum interest rate permitted under applicable law), until paid. Client agrees to pay PSI's cost of collection of all amounts due and unpaid after thirty (30) days, including court costs and reasonable attorney's fees. PSI shall not be bound by any provision or agreement requiring or providing for arbitration  of disputes or controversies arising  out of this agreement, any provision wherein PSI waives any rights to a mechanics' lien, or any provision conditioning PSl's right to recei\'e payment for its work upon payment to Client by any third party. These General Conditions are notice, where required, tha t PSI shall file a lien whenever necessary to collect past due amounts. Failure to make payment within 30 days of invoice shall constitute a release of PSI from any and all claims which Client may have, whether in tort, contract or otherwise, and whether known or unknown at the time.

1
B-900·11(14)	9/17

GENERAL CONDITIONS
10. ALLOCATION OF RISK: CLIENT AGREES TIIATPSI'S SERVICES WILL NOT UB.IECT PSI'. INDIVIDUAL EMPLOYEES, OFP'f<:'E RS OR DlRE TOR TO
ANY PERSONAL LIABILITY, AND THATNOTWlTHSTANDTN 1 ANY OTHER PRQVISlON OF IHI AGREEMENT. CLIENT AGREES THAT )IS	OLE AND
EXC LUSIVE   REME DY S flAL L 13E TO  DIRE-,    T OR AS. ERT ANY CLAIM , DEMA.i'ID, OR SU IT ONLY AGAINST PST.

SHOULD  PSI OR ANY OF ITS EMPLOYEES  BE FOUND TO HAVE  BEEN  NEGLIGENT  IN THE  PERFORMANC E OF  ITS  WORK,  OR T
 OR IM PLIED WARRANTY. REP.RESENTAT[ON OR CONTRACT. CLIENT, ALL PARTIES CLAIMING THROUGH CLIENT AND ALL PARTIES CLAIMING TO HAVEIN ANYWAYRELIEDUPONPSl'S WORK AGREE THAT THE MAXIMUM  AG    REGATE AMOUNT  OF THE LIABILITY  OF l'SJ. lT	FF[CERS. EMPLOYE E AND AGENTS SHALL BE LIMIT ED T
. 25.000.00ORTHE TOTAL AM OUNT OF TiiE  F   E PAID TO  P"          f FOR ITS WORK  PERFORMEDONTHEPROJE   T. WI-UCI-IEVER AM OUNT 
REAT ER. fN TI-LE EVE NT CLIENT IS UNW[LLING OR UNABLE TO LIMIT PSI'S LIABILITY IN ACCORDANCE WITH THE PROV[SIONS SET FORTH LN THIS PARAGRAPH, CLfENT MAY, UPON WRITTEN REQ UEST OF CLIENT RECEIVED WTThffN fWE DAYS
OF C	CEPTANCE HE REOF. rN CREA		OF PSl'S LlABlLITY TO $250,000.00 ORT	I'S FEE PA.ID	
TOP	WORK  ON  THE PROJECT, W	.		. TH E GREATER. BY AGRE ING TO PAY P	J ENT TO AN	

AMO UNT AVA ILA BLE. AND . NLY ONE SU

ADDITIONAL AMOUNT OF 5% OF THE TOTAL FEE TO BE CHARGED FOR PSI'S SERVICES.  THIS CHARGE  IS NOT TO BE CONSTRUED A.' B · ING A CHA RGE FOR INSURANCE OF ANY TYPE, BUT I ' INCREASED CONSIDERATION FOR THE GREATER LIABILITY INVOLVED.  IN  ANY  EVENT,  ATTORNEY'S  FEE   EXPENDED  BY  PSI  IN  CONNECTION   WITH   ANY CLAIM  SHALL  REDUCE  THE   H AMOUNT WILL APPLY TO ANY PROJECT

NEITHER PARTY	BE LIABLE TO THE OTHER IN CONTRAC		TATUTORY	
Dt
OR	OR LOSS OF PROFIT (WHETHER DIRECT
GE, fNCLUDJNG WlTMOUT UMITATrON L	,	PUNITLVE,	

NO ACTION OR CL/\11\1.1, WHETHER  fN TORT

, ONl'RACT OR OTHERW[SE, MAY Il l; BROUGHT AGAINST PSI, ARISING FROM OR RELATED TO PSl'S WORK, MORE TU AN TWO YEA RS AFTER THE CESSATION OF PSI'S WORK HEREUNDER, REGARDLESS OF THE DATE OF DISCOVERY OF SUCH CLAIM.

ll. INDEMNITY: Subject to the above limitations, PSI agrees not to defend but to indemnify and hold Client hannless from and against any and all claims, suits, costs and expenses including reasonable attomey's fees and corn1 costs to the extent arising out of PSI's negligence as finally determined by a court of law. Client shall provide the same protection to the extent of its negligence. In the event that Client or Client's principal shall bring any suit, cause of action, claim or counterclaim against PSI, the Client and the party iniliating such action shall pay to PSI the costs and expenses incuned by PSI to investigate, answer and defend it, including reasonable attomey's and witness fees and court costs to the extent that PSI shall prevail in such suit.

TERMINATION: This Agreement may be tem1inated by either party upon seven days' prior written  notice. In  the  event of  termination,  PSI  shall  be compensated  by Client for all services performed up to and including the termination elate, including reimbursable expenses.

EMPLOYEES/WITNESS FEES: PSI's employees shall not be retained as expert witnesses except by separate, written agreement. Client agrees to pay PSI's legal expenses, administrative costs and fees pursuant to PSI's then cunent fee schedule for PSI to respond to any subpoena . For a period of one year after the completion of any work performed under this agreement, Client agrees not to solicit, recruit, or hire any PSI employee or person who has been employed by PSI within the previous twelve months. In the event Client desires to hire such an individual, Client agrees that it shall seek the written consent of PSI, and shall pay PSI an amount equal to one­ half of the employee's annualized salary, without PSI wai, •ing other remedies it may have.

14. FIDUCIARY: PSI is not a financial advisor, does not prO\·ide financial advice or analysis of any kind, and nothing in our repm1s can create a fiduciary relationship between PSI and any other party.

RECORDING: Photographs or video recordings of the Client's own project may be taken by and used for the Client's own internal putposes . Photographs or video recordings may not be used for marketing or publicity, or distributed to a third party or otherwise published without PSI's prior review and consent in wi·iting. Taking photographs of other Clients' samples,  test setups, or facilities, or recording in any manner any test specimen other than  the test specimen related  to the Client's project is prohibited; and the Client ag rees to hold in strict confidence and not use any proprietary infonnation disclosed either advertently or inadvertently. The Client shall defend, hold harmless. and indemnify PSI for any breach of this clause.

CHOICE OF LAW AND EXCLUSIVE VENUE: All claims or disputes arising or relating to this agreement shall be govemed by, construed, and enforced in accordance with the laws of Illinois. The exclusive venue for all actions or proceedings arising in connection with this agreement shall be either the Circuit Court in Cook County, Illinois, or the Federal Court for the Northern District of Illinois.

17. PROVISIONS SEVERABLE: The parties have entered into this agreement in good faith, and it is the specific intent of the parties that the tenns of these General Conditions be enforced as written. In the event any ofthe provisions of these General Conditions should be found to be unenforceable, it shall be stricken and the remaining provisions shall be enforceable.

18. ENTIRE AGREE.MENT: 1l1is agreement constitutes the entire understanding of the parties, and there are no representations, warranties or undertakings made other than as set forth herein. This agreement may be amended, modified or terminated only in writing, signed by each of the parties hereto.

2
8·900-11(14)	9/17

.11)	"
110-	,,.-
p.O	I

p.	\

a0-J¢>	GREENEWAY   IMPROVEMENT	"\

-

fP	DISTRICT  BOUNDARY	)

-

I

 	  	_,,.,
.,,	\
\

' '.,.,
p

.,,,, '-..........

.......

,,J

,,,.	I

/'
I	I

I I	/I

,- - - -	- - - --

I ..---:;:::::==::::::--.	.)

,/	SEGMENT "A"

... ... .... - 1

f eotl\X'(AAD i i

I
UCFEAST	I
PARCn	I
I

"srod'.	t
SEGMENT "B"'	\	t'

i

SEGMENT"C"

/  ...\. r -  	..,. .,,. ,,

I'	\_	I.JJJO(Aff:
'/	IIOIUVARD
, /
J
I

ACIM:

.,,.

PARK	SEGMENT"E"

.I/

I,

, /
{,

----------

SEGME T"F"

\	I

DESIGN/CONSTRUCTION TIMELINE	

SEGMENT	
DESIGN START	CONS'IRUCTION START	
A	UNDERWAY	Q4 2020	
B	UNDERWAY	Q4 2020	
C	UNDERWAY	04 2020	
D	UNDERWAY	04 2020	
E	COMPL.ElED	COMPL.ElED	
F	UNDERWAY	02 2020	
G	UNDERWAY	02 2020	
H	UNSCHEDUL£D	UNSCHEDULED	

I

'/

SEGMENT"H"

•••

1000	0

Scale: t • 1000

1000

I

1

AUGUST Jt. 20 18

...-

DONALD W. MclNTOSH ASSOCIATES, INC. ENGINEERS	PLANNERS	SURVEYORS
2200 PARK AVENUE NORTH, 'MNTER PARK, FLORIDA 32789 (407) 644-4068 CERTinCATE OF AUTHORIZATION NO LB68

RESi OENTtAL ROADWAYS AND TRACTS ARE DIACRA I.IMATk: AND SUBJECT TO CHANGE

GREENEW AY IMPROVEMENT DISTRICT

Recommendation for Work Authorization/ Proposed Services

Project Name: GlD - Cent erlin e Dri ve Segment A&B

Brief Description:	Traffic, Inte r ection and Pave ment Analy i

 Name of Consultant /Vendor:	Kittelson & Associates, Inc.	

Is this work pursuant to an existing Agreement?

 If so. name and date of Agreement:

---

Yes

---	No

Is this project included in the District Capital Improvement Plan?

---

Yes

---	No

Are the services required contemplated in the Capital Improvement Plan?

Is this a continuation of previously authorized work?

-   - Yes

-   - Yes

---	No

---	No

Proposal attached:	 		Yes

---	No

Form of Agreement Utilized:_P   ro  p.._o_s_al 	_

Amount of Services:	$ 12,500.00	

Recommendation:	Approve	Deny

By:			 Larry Kaufmann, Chairman
Greeneway Improvement District Construction Committee

c:		Jennifer Walden Tucker Mackie Jeffrey Newton Lynne Mullins

KITTELSON
& ASSOCIATES

225 East Robinson Street, Su i te 355
Orland o, FL 32801
P  407.540.0555   F 407.540.0550

November 6, 2019	Project#: 24644

Mr. Richard Levey, Chairman - Board of Supervisors Greeneway Improvement District
12051 Corporate Boulevard
Orlando, Florida 32817

RE: Centerline Drive Traffic Analysis - Segments A & 8

Dear Richard:

Attached is a proposal for traffic engineering and planning services associated with Segments A and B of the proposed Centerline Drive. Part "A" identifies our proposed services for the project in accordance with the terms and conditions outlined in Part "B". This scope was developed based on our discussions with district representatives, our review of the proposed development plan, and our familiarity with the Lake Nona ORI.

We propose to conduct the services (detailed in Part "A" herein) on a time & materials basis for
$12,500 (detailed in Table 1 of the attached Part "B"). This proposal (scope of work, budget, and timeline) is effective for sixty days.

I, Daniel Torre, will serve as the Project Manager and Adam Burghdoff will serve as the Project Principal providing senior review and quality assurance. Any questions of a technical or contractual nature can be directed to either of us.

Please review this proposal at your earliest convenience . If the attached Professional Services Agreement is satisfactory, please return a signed copy electronically. A fully executed copy will be returned for your records. Thank you for the opportunity to propose on this project. If you have any questions, please call us at (407) 373-1121.

Sincerely,
KITTELSON & ASSOCIATES, INC.

Daniel Torre, El Engineering Associate

RE: Centerline Drive Traffic Analysis -Segments A & 8

Project#: 24644
Page: 2 ofl

PROFESSIONAL SERVICES AGREEMENT

November 6, 2019

Kittelson & Associates, Inc.
225 E Robinson Street, Suite 355
Orlando, FL 32801
407.540.0555 (P)
503.273.8169 (F)

Greeneway Improvement District with an office at 12051 Corporate Boulevard, Orlando, Florida 32817, hereby enters into this Professional Services Agreement (this "Agreement") with Kittelson & Associates, Inc. to perform the services as described in this Agreement's Part "A" - Scope of Work (the "Services") for the Performance Drive Extension (the "Project"), subject to all the provisions described in Part "B" Terms and Conditions.

PART A - SCOPE OF WORK

TASK 1-	DATA COLLECTION
Through a sub-consultant, KAI will obtain existing AM and PM peak hour turning movement counts at the following intersections:

Nemours Parkway at the Nemours Children's Hospital Main Entrance
Laureate Boulevard & Hartwell Court

The counts will be obtained on a Tuesday, Wednesday, or Thursday while Orange County schools are in session.

TASK 2 - FUTURE VOLUME DEVELOPMENT
KAI will utilize the network analysis completed as part of the Poitras West and Lake Nona Network Analysis effort and the existing traffic counts to prepare interim year (2030} and future year (2040} background volumes for the analyzed intersections. The project trip assignment determined in the Poitras West and Lake Nona Network Analysis will be utilized at the study intersections.

TASK 3 - INTERSECTION ANALYSIS
KAI will develop volume forecasts and future-year analyses of the following study int ersect ions :

Centerline Drive & Nemours Parkway
Centerline Drive & Tavistock Lakes Boulevard
Centerline Drive & Laureate Boulevard

Kittelson & Associates, Inc.	Orlando, Florida

RE: Centerline Drive Traffic Analysis -Segments A & B

Project II: 24644
Page : 3 of 7

KAI will assign estimated future traffic volume projections to the study intersections using the trip assignment established in Task 2. Recommended roadway and intersection geometrics will be determined based upon analysis software implementing the Highway Capacity Manual methodologies, FDOT Quality/Level of Service standards, and engineering judgment. AM and PM peak hour traffic forecasts will be completed as part of this task. It is anticipated that two scenarios will be presented as part of this task potentially including the following:

With the Osceola Parkway Extension
Without the Osceola Parkway Extension

Based upon the results of the review, KAI will provide bubble diagrams indicating recommendations for each intersections approach geometry including the number of lanes and turn lanes, required queue storage (based upon 95th percentile queues), intersection control (i.e., signalized, stop-control), and roadway cross sections for street segments between intersections. For the purposes of this task, proposed geometrics will be developed for up to three (3) intersection s.

TASK 4- EQUIVALENT SINGLE AXLE LOADING ACCUMULATIONS
KAI will evaluate 18-kip (18,000 pound) Equivalent Single Axle Loading (ESAL) accumulations over the design life of segments A & B of Centerline Drive using the traffic volumes established in Task 2. The design life of Centerline Drive will be evaluated as from the Opening Vear (2020) to the interim year (2030) and design year (2040). The 18-kip ESAL accumulations will be evaluated based upon methodologies detailed in the FDOT's Project Traffic Forecasting Handbook.

TASK 5 - SUMMARY MEMORANDA AND MEETINGS
The results of the analyses in Tasks 1-4 will be summarized in a DRAFT summary memorandum and submitted to the Client for review. Subsequent to Client review, Kittelson will address any Client comments in a revised, FINAL report for Client use. In the event that the Client's comments result in additional analyses above and beyond those noted in Tasks 1 through 5, then those out of scope analyses will be conducted as additional services. Kittelson will prepare for up and attend up to three
(3) in-person project related meeting to discuss the study results and con clusions .

This scope does not include preparatory time (graphics and handouts) or attendance time for any public hearings or meetings. All client requests for presentations and meetings of this nature will be accommodated on a time-and-materials basis and will be considered additional services.

Kittelson  & Associates, Inc.	Orlando, Florida

RE: Centerline Drive Traffic Analysis -Segments A & 8

Project II: 24644
Pa ge: 4 of 7

PART B - TERMS AND CONDITIONS
GENERAL: The terms and conditions set forth herein shall govern all services subsequently performed on behalf of CLIENT unless changed by a written agreement signed by KITTELSON & ASSOCIATES, INC. In case any one or more of the provisions contained in this Agreement shall be held illegal, the enforceability of the remaining provisions contained herein shall not be impaired thereby.

LIMITATION OF LIABILITY: CLIENT AGREES THAT IN RECOGNITION OF THE RELATIVE RISKS AND BENEFITS OF THE PROJECT, KITTELSON & ASSOCIATES, INC'S AGGREGATE JOINT, SEVERAL AND INDIVIDUAL LIABILITY, WHETHER FOR BREACH OF CONTRACT, BREACH OF WARRANTY, NEGLIGENCE, PROFESSIONAL MALPRACTICE, STRICT LIABILITY, OR ANY OTHER LEGAL OR EQUITABLE THEORY OF RECOVERY SHALL BE LIMITED TO AN AMOUNT NO GREATER THAN THREE TIMES THE TOTAL COMPENSATION RECEIVED BY KITTELSON & ASSOCIATES, INC. UNDER THIS AGREEMENT. THIS PROVISION SHALL SURVIVE THE TERMINATION OR EXPIRATION OF THIS AGREEMENT.

111.		LIMITATION OF REMEDY: CLIENT COVENANTS THAT IT WILL NOT, UNDER ANY CIRCUMSTANCES, BRING A LAWSUIT OR CLAIM AGAINST KITTELSON & ASSOCIATES, INC.'S INDIVIDUAL EMPLOYEES, OFFICERS, DIRECTORS OR SHAREHOLDERS AND THAT CLIENT'S SOLE REMEDY SHALL BE AGAINST KITTELSON & ASSOCIATES, INC.

IV .		WAIVER OF CONSEQUENTIAL DAMAGES: NEITHER KITTELSON & ASSOCIATES, INC. NOR ANY OF ITS OFFICERS, DIRECTORS, EMPLOYEES OR AGENTS SHALL BE LIABLE FOR ANY INDIRECT, PUNITIVE, CONSEQUENTIAL OR EXEMPLARY DAMAGES OF ANY NATURE, INCLUDING, BUT NOT LIMITED TO FINES, PENALTIES AND LOST PROFITS, WHETHER SAID CLAIM IS BASED UPON CONTRACT, WARRANTY, TORT (INCLUDING NEGLIGENCE AND STRICT LIABILITY) OR ANY OTHER LEGAL OR EQUITABLE THEORY OF RECOVERY.
v.		IN DEM NITY : To the maximum extent allowed by law, CLIENT and KITTELSON & ASSOCIATES, INC. shall indemnify, reimburse, and hold harmless each other and the indemnified party's employees,
officers, directors and agents from, for and against all claims, losses, costs and expenses resulting from their bodily injury or property damage, but only to the extent caused by the indemnifying party's negligence.

VI.		OWNERSHIP OF DOCUMENTS: KITTELSON & ASSOCIATES, INC is deemed the author and owner of its documents and other instruments of service, and will retain all common law, statutory, and other reserved rights, including copyrights. So long as CLIENT complies with all terms of this Agreement, including but not limited to terms of payment, KITTELSON & ASSOCIATES, INC. grants CLIENT a nonexclusive license to use instruments of professional service for the purpose of constructing, occupying and maintaining the Project. Reuse or  modification of any such documents by CLIENT, without KITTELSON & ASSOCIATES, INC's written permission, shall be at
CLIENT's own sole risk and CLIENT agrees to defend, indemnify, reimburse and hold harmless KITTELSON & ASSOCIATES, INC. from all claims, liabilities, losses, costs, damages and expenses,

Kittelson & Associates, Inc.	Orlando, Florida

RE: Centerline Drive Traffic Analysis -Segments A & B

Project II: 24644
Page: 7of 7

PROFESSIONAL STANDARDS: KITTELSON & ASSOCIATES, INC. shall be responsible for performing the Services to the level of competency currently maintained by other practicing professional engineers performing the same type of services in CLIENT'S community. KITTELSON  & ASSOCIATES, INC. makes no warranty, guaranty or  assurance,  express or  implied, that the Services will yield or accomplish a perfect or particular outcome for the Project.

ENTIRE AGREEMEN T: This Agreement constitutes the entire, legally-binding contract between the parties regarding its subject matter and supersede any and all prior or contemporaneous understandings, agreements, or representations, whether oral or written. Amendments to this Agreement will be governed by this Agreement and must be in writing and signed by both the CLIENT and KITTELSON & ASSOCIATES, INC.

NO THIRD PARTY RIGHTS: To the fullest extent permitted by law, no party has any third party beneficiary or other rights arising from or related to the Services.

AUTHORIZATION TO PROCEED: Signing this form shall constitute agreement with all terms and conditions of this Agreement and authorization by CLIENT for KITTELSON & ASSOCIATES, INC. to proceed with performance of the Services.

Table 1:

Accepted for:

GREENEWAY IMPROVEMENT DISTRICT

Approved for:

KITTELSON & ASSOCIATES, INC.

 	
Signature	Signature

Print Name	Print Name

Title	Title

Date	Date

Kittelson & Associates, Inc.	Orlando, Florida