Somerset Community Development District

Board of Supervisors’ Meeting
June 6, 2024

District Office:
120 Richard Jackson Blvd, Suite 220 Panama City Beach, Florida 32407 850-334-9055

www.somersetcdd.org

SOMERSET COMMUNITY DEVELOPMENT DISTRICT AGENDA
Alys Beach Conference Room, Building 1, located at 85 Elbow Beach Road, Alys Beach, Florida 32461

Board of Supervisors   Robert Stenhammer	Chairman
John Rosenberg	Vice Chairman
George Hartley Belinda Ballew Tom Dodson	Assistant Secretary Assistant Secretary Assistant Secretary	
District Manager	Kimberly O’Mera	Rizzetta & Company, Inc.	
District Counsel	Tucker Mackie	Kutak Rock, LLP	
District Engineer	Jim Martelli	Innerlight Engineering	

All Cellular phones and pagers must be turned off while in the meeting room.

The Public Comment portion of the agenda is where individuals may make comments on any matters that concern the District. Individuals are limited to a total of three (3) minutes to make comments during this time.
Pursuant to provisions of the Americans with Disabilities Act, any person requiring special accommodations to participate in this meeting/hearing/workshop is asked to advise the District Office at least forty-eight (48) hours before the meeting, hearing, and/or workshop by contacting the District Manager at (850) 334-9055. If you are hearing or speech impaired, please contact the Florida Relay Service by dialing 7-1-1, or 1-800-955-8771 (TTY) 1-800-955-8770 (Voice), who can aid you in contacting the District Office.
A person who decides to appeal any decision made at the meeting/hearing/workshop with respect to any matter considered at the meeting/hearing/workshop is advised that person will need a record of the proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made including the testimony and evidence upon which the appeal is to be based.

SOMERSET COMMUNITY DEVELOPMENT DISTRICT
District Office  120 Richard Jackson Blvd, Suite 220, Panama City Beach, FL 32407 Mailing Address  3434 Colwell Avenue, Suite 200, Tampa, FL 33614
www.SomersetCDD.org

June 5, 2024
Board of Supervisors Somerset Community Development District

REVISED AGENDA

Dear Board Members:
The special meeting of the Board of Supervisors of the Somerset Community Development District will be held on Thursday, June 6, 2024, at 2:00 p.m. (Central Time) at Alys Beach Conference Room, located at 84 Elbow Beach Road, Building 1, Alys Beach, FL 32461. The following is the agenda for this meeting:

CALL TO ORDER/ROLL CALL
AUDIENCE COMMENTS ON AGENDA ITEMS
BUSINESS ADMINISTRATION
Consideration of the Minutes of the Board of Supervisors
Meeting held on April 4, 2024	Tab 1
Ratification of Operation and Maintenance Expenditures
for the Months March – April	Tab 2
Consideration of Resolution 2024-01, Setting a Landowner
Election date	Tab 3
BUSINESS ITEMS
Ratification of Maintenance Items
Crosswalk Repairs – Griffin Traffic Signals	Tab 4
McHenry Electric – WA #24-14 – Change Order for S Charles Streetlight Repairs	Tab 5
Arbor Tree Care – WA #24-01 – Palm Tree Treatment	Tab 6
Rip’s Professional Lawn Care – WA #24-03 – West Buttery
ACC Controller	Tab 7
Consideration of Irrigation Controller Proposals – Rip’s
Professional Lawn Care 	Tab 8
Consideration of Agreement for Stormwater Improvement Repair Services & Authorized Repairs
S. Castle Harbor Manhole Repair	Tab 9
WA #24-01 – RR-18 – Stormwater System Repairs	Tab 10
Consideration of Proposal for FY 24-25 Palm Tree Maintenance -
Arbor Tree Care	Tab 11
Discussion/Consideration of Conducting Beach Maintenance -
Sargassum Removal 	Tab 12
Discussion/Consideration of Trash Compactor 	Tab 13
Presentation of the Proposed Budget for Fiscal Year 2024/2025…	Tab 14
Consideration of Resolution 2024-02, Approving a Proposed
Budget for FY 24/25 & Setting a Public Hearing Thereon	Tab 15

STAFF REPORTS
District Counsel
District Engineer
Update on Manhole Analysis Project
Presentation of Pavement Management Manual	Tab 16
Facilities Manager
District Manager
Presentation of District Manager’s Report
Registered Voter Count	Tab 17
SUPERVISOR REQUESTS AND COMMENTS
ADJOURNMENT

We look forward to seeing you at the meeting. In the meantime, if you have any questions, please do not hesitate to call us at (850)334-9055.

Sincerely
,
Kim O’Mera
Kim O’Mera

Tab 1

1	MINUTES OF MEETING
2
Each person who decides to appeal any decision made by the Board with respect to any matter
considered at the meeting is advised that the person may need to ensure that a verbatim record
of the proceedings is made, including the testimony and evidence upon which such appeal is
to be based.
7
8	SOMERSET
9	COMMUNITY DEVELOPMENT DISTRICT
10
The special meeting of the Board of Supervisors of the Somerset Community
Development District was held on Thursday, April 4, 2024, at 2:06 p.m. (Central Time) at the
Alys Beach Conference Room located at 84 Elbow Road, Building 1, Alys Beach, FL 32461.
14
15
16	Present and constituting a quorum:
17	Robert Stenhammer	Board Supervisor, Chairman
18	John Rosenberg	Board Supervisor, Vice Chairman
19	George Hartley	Board Supervisor, Assistant Secretary
20	Tom Dodson	Board Supervisor, Assistant Secretary
21	Belinda Ballew	Board Supervisor, Assistant Secretary
22
23	Also present were:
24
25	Kimberly O’Mera	District Manager, Rizzetta & Company, Inc.
26	Scott Buchewicz	Facilities Manager, Alys Beach Resorts, LLC.
27	Jim Martelli	District Engineer, Innerlight Engineering
28	Tucker Mackie	District Counsel, Kutak Rock, LLP
29
30
31	FIRST ORDER OF BUSINESS	Call to Order
32
33	Ms. O’Mera called the meeting to order at 2:06 p.m. and read the roll call.
34
35	SECOND ORDER OF BUSINESS	Audience Comments on Agenda Items
36
37	There were no audience members present to comment.
38
39
40

42		
43		
44	THIRD ORDER OR BUSINESS	Consideration of the Minutes of Board of	
45		Supervisors Meeting held February 1, 2024	
46			
Ms. O’Mera presented the meeting minutes to the Board of Supervisors and asked if
any changes were requested. There were none.

On a motion by Mr. Rosenberg, seconded by Ms. Ballew, with all in favor, the Board approved the Minutes of the Special Meeting of the Board of Supervisors held on February 1, 2024, for Somerset Community Development District.

49
50
FOURTH ORDER OF BUSINESS	Consideration	of	the	Operations	and
Maintenance Expenditures for the Months
of January – February 2024
Ms. O’Mera presented the maintenance expenditures to the Board of Supervisors and
asked if there were any questions.
Ms. O’Mera stated that January’s expenditures included East & West Well Water
Softener payments and Dune Doctors quarterly maintenance.

On a motion by Ms. Ballew, seconded by Mr. Dodson, with all in favor, the Board ratified the Operations and Maintenance Expenditures for January 2024 in the amount of $181,122.00 and February 2024 in the amount of $64,911.44, for Somerset Community Development District.

58

59
FIFTH ORDER OF BUSINESS	Ratification of Maintenance Items
1. Work Authorization #24-02 – McGee Well Repair – Rips Professional Lawn Care
Ms. O’Mera presented the Work Authorization to the Board of Supervisors and asked if
there were any questions. There were none.

On a motion by Mr. Hartley, seconded by Mr. Rosenberg, with all in favor, the Board ratified Work Authorization #24-02 with Rip’s Professional Lawn Care for the McGee Well Repair in the amount of $991.50, for Somerset Community Development District.

64

66
67
68
69	2. Work Authorization #24-09 – S Charles Street Light – McHenry Electric
70
Ms. O’Mera presented the Work Authorization to the Board of Supervisors and asked if
there were any questions. Mr. Stenhammer inquired about the status of the repairs. Mr.
Buchewicz stated that that the job was nearing completion.
74

On a motion by Mr. Dodson, seconded by Ms. Ballew, with all in favor, the Board ratified Work Authorization #24-09 with McHenry Electric for the S Charles Street Light Repairs, in the amount of $8,685.00, for Somerset Community Development District.

75
SIXTH ORDER OF BUSINESS	Consideration of E, J, K, & PP Parking Courts
Lighting Project
78
79	Ms. O’Mera turned presentation over to Mr. Buchewicz who provided an overview of
80	the proposals. General discussion took place concerning the need for the same project in
81	parking courts not yet included and which fund to use for the project. Mr. Buchewicz stated that
82	he would evaluate the need for the same project in parking courts not included, but felt this
83	project would be the final project.

On a motion by Mr. Hartley, seconded by Ms. Ballew, with all in favor, the Board approved reclassing the A, B, E, & F Parking Courts Lighting Project previously funded from the Operating fund to the Reserve fund, for Somerset Community Development District.

84

On a motion by Mr. Rosenberg, seconded by Mr. Dodson, with all in favor, the Board approved the E, J, K, & PP Parking Courts Lighting Project to be performed by McHenry Electric and Santos Brick Pavers, setting a not to exceed in the amount of $70,000.00, as a disbursement from the Reserves, for Somerset Community Development District.

85
86
87
88
89
90
91

94		
95		
96		
97	SEVENTH ORDER OF BUSINESS	Consideration	of	Proposal	for	Dune	
98		Restoration				
99						
100	1.	Area K – AC4	
101			
102		Ms. O'Mera turned the presentation over to Mr. Buchewicz, who then presented the	
103		proposal. He provided an overview of Dune Doctors' recommendation to replant the bare	
104		area within Area K of the dunes, located twenty feet behind the AC4 residence. General	
105		discussion took place on the necessity of replanting for storm protection and dune stability.	
106			
	On a motion by Ms. Ballew, seconded by Mr. Dodson, with all in favor, the Board approved the Dune Restoration Proposal for Areas K – AC4 by Dune Doctors, in the amount of $6,672.58, as an Operating expense, for Somerset Community Development District.	
107
108
2. Area R – WW Block
Ms. O'Mera turned the presentation over to Mr. Buchewicz, who then presented the
proposal. He noted that the void area within Area R – WW Block was a result of previous
hurricanes.
113
114

On a motion by Mr. Hartley, seconded by Mr. Rosenberg, with all in favor, the Board approved the Dune Restoration Proposal for Areas R – WW Block by Dune Doctors, in the amount of
$62,205.25, as a disbursement from Reserves, for Somerset Community Development District.

115
EIGHTH ORDER OF BUSINESS	Ratification	of	Agreement	for	Irrigation
Equipment Services with Mills Supply
118
This business item was tabled until the following meeting.
NINTH ORDER OF BUSINESS	Staff Reports
121
A. District Counsel
Ms. Mackie reminded the Board they approved a Memo for an HOA that herself and the
District Manager attended and stated the meeting went well.

127
Ms. Mackie reminded the Board that the Form 1’s are now filled out electronically as well as
their due date. She also stated that Ethics training is required before submitting next year’s
Form 1.
131
B. District Engineer
Mr. Martelli reported the pavement management project was nearing completion.
134
Mr. Martelli briefed the Board on the issue of manhole failures, reviewing known problems
with manholes funded by the District. He noted that some failures appeared to be related to
heavy construction equipment, but the primary issue seemed to be poor initial construction.
138
He stated that he was asked to evaluate all manholes and estimated that approximately thirty
could be in similar condition. Mr. Martelli was tasked with creating a comprehensive report to
document the condition of each manhole. This report would provide an analysis of the current
state, focusing on safety and other relevant factors, to aid the Board in budgeting and
planning for systematic upgrades or repairs.
144
Mr. Martelli mentioned that his firm would need additional manhours to assist with visual
inspections, specifically for removing manhole covers. There was a general discussion about
pricing for these manhours, and it was agreed to bill the time through Work Orders under the
Facilities Management agreement, directed by Mr. Buchewicz.
149
He also noted a current failure on N Castle Harbor that is under evaluation, with proposals
to be shared with the District once they are received

On a motion by Mr. Rosenberg, seconded by Mr. Dodson, with all in favor, the Board approved a not to exceed in the amount of $9,500.00 for Mr. Martelli to complete the analysis report, for Somerset Community Development District.

152
153	C. Facilities Manager
154	Mr. Buchewicz had no specific report in addition to the business discussed.
155

Ms. O'Mera reminded the Board that the next meeting would be held on June 6, 2024, at

156	D. District Manager

2:00 p.m. She reviewed upcoming business with the Board of Supervisors.

157
158
159
160	TENTH ORDER OF BUSINESS	Supervisor	Requests	and	Audience
161	Comments
162
163	There were no supervisor requests or audience comments.
164

165
166
167
168
169
170
171
172	ELEVENTH ORDER OF BUSINESS	Adjournment
173
174

On a motion by Mr. Rosenberg, seconded by Mr. Hartley, with all in favor, the Board adjourned the meeting at 2:54 p.m., for Somerset Community Development District.

175		
176		
177		
178		
179		
180	 		 		
181	Secretary/Assistant Secretary	Chairman/ Vice Chairman	
182		
183		
184		
185		
186		
187		
188		
189		
190		
191		
192		
193		
194		

Tab 2

SOMERSET COMMUNITY DEVELOPMENT DISTRICT
District Office · Panama City, Florida · (850) 334-9055
Mailing Address · 3434 Colwell Avenue, Suite 200, Tampa Florida 33614 www.somersetcdd.org

Operations and Maintenance Expenditures March 2024
For Board Approval

Attached please find the check register listing the Operation and Maintenance expenditures paid from March 1, 2024 through March 31, 2024. This does not include expenditures previously approved by the Board.

The total items being presented:  $50,184.96

Approval of Expenditures:

	 Chairperson

	 Vice Chairperson

	 Assistant Secretary

Somerset Community Development District
Paid Operation & Maintenance Expenditures
March 1, 2024 Through March 31, 2024

Vendor Name	Check Number	Invoice Number	Invoice Description		Invoice Amount	

ALYS Beach Resort LLC	
100319	
CL00021259	
Monthly Facility Management 02/24		
$	4,966.00	
Florida Power & Light Company	20240318-1	21046-33165 02/24	9954 E County Highway 30A 02/24		$	184.94	
Florida Power & Light Company	20240320-1	21125-35816 02/24	106 Somerset St 02/24		$	27.77	
Florida Power & Light Company	20240320-2	21080-12465 01/24	9396 E Cty Hwy 30A 01/24		$	29.01	
Florida Power & Light Company	20240320-3	FPL Summary 02/24	FPL Summary 02/24		$	289.49	
Innerlight Engineering Corporation	100312	8398	NPDES Weekly Inspection 12/23-02/24		$	5,700.00	
Kutak Rock, LLP	100313	3355604	Legal Services 01/24		$	3,377.00	
Mills Supply	100314	9933	Monthly Pump Station Maintenance 03/24		$	225.00	
Rip's Professional Lawn Care, Inc.	100316	81923	Monthly Landscape Maintenance 03/24		$	8,975.00	
Rizzetta & Company, Inc.	100311	INV0000087958	District Management Fees 03/24		$	5,521.25	
Santos Brick Pavers LLC	100320	032124 Santos	Final Payment on Slip Lane Paver Repairs (2 of 2)		$	20,362.50	
The Lake Doctors, Inc.	100315	156650B	Monthly Monitoring/Inspection 02/24		$	51.00	
The Lake Doctors, Inc.	100317	163898B	Monthly Monitoring/Inspection 03/24		$	51.00	
VGlobal Tech	100318	5921	Website ADA Compliance 03/24		$	425.00	

Report Total					
$	50,184.96	

SOMERSET COMMUNITY DEVELOPMENT DISTRICT
District Office · Panama City, Florida · (850) 334-9055
Mailing Address · 3434 Colwell Avenue, Suite 200, Tampa Florida 33614 www.somersetcdd.org

Operations and Maintenance Expenditures April 2024
For Board Approval

Attached please find the check register listing the Operation and Maintenance expenditures paid from April 1, 2024 through April 30, 2024. This does not include expenditures previously approved by the Board.

The total items being presented:  $80,309.89

Approval of Expenditures:

	 Chairperson

	 Vice Chairperson

	 Assistant Secretary

ALYS Beach Resort LLC	100322	CL00021159	Facility Management 02/24	$	502.85	
ALYS Beach Resort LLC	100326	CL00021588	Monthly Facility Management 03/24	$	4,966.00	
Aqua Pro Water Systems - FL/GA	100333	61905686	Chemical/Salt Installation 04/24	$	111.12	
Aqua Pro Water Systems - FL/GA	100334	61905664	Chemical/Salt Installation 04/24	$	241.12	
Aqua Pro Water Systems - FL/GA	100335	61905642	Chemical/Salt Installation 04/24	$	183.34	
Belinda Ann Ballew	100327	BB040424	Board of Supervisors Meeting 04/04/24	$	200.00	
Dune Doctors, LLC	100336	041124-1	Quarterly Maintenance Phase 02/24-04/24	$	26,686.23	
Florida Power & Light Company	20240418-1	21125-35147 02/24-	305 Somerset St. 02/24-03/24	$	2,700.10	
		03/24			
Florida Power & Light Company	20240418-2	FPL Summary 03/24	FPL Summary 03/24	$	526.70	
Florida Power & Light Company	20240418-3	21125-35816 03/24	106 Somerset St 03/24	$	27.26	
Florida Power & Light Company	20240418-4	21046-33165 03/24	9954 E County Highway 30A 03/24	$	190.37	
Gannett Florida LocaliQ	100324	0006334653	Acct #526295 Legal Advertising 03/24	$	176.06	
George Hartley	100328	GH040424	Board of Supervisors Meeting 04/04/24	$	200.00	
John Rosenberg	100329	JR040424	Board of Supervisors Meeting 04/04/24	$	200.00	
Kutak Rock, LLP	100323	3377836	Legal Services 02/24	$	3,602.49	
McHenry Electric, Inc.	100337	25718	S. Charles St Streetlight 04/24	$	10,165.00	

Mills Supply	100325	9963	Monthly Pump Station Maintenance 04/24	$	225.00	
Rip's Professional Lawn Care, Inc.	100338	82314	Monthly Landscape Maintenance 04/24	$	8,975.00	
Rizzetta & Company, Inc.	100321	INV0000088607	District Management Fees 04/24	$	5,521.25	
Robert E Stenhammer	100330	RS040424	Board of Supervisors Meeting 04/04/24	$	200.00	
Santos Brick Pavers LLC	100331	041024 Santos	Deposit on E, J,K, PP Lighting Project	$	14,085.00	
Thomas M Dodson	100332	TD040424	Board of Supervisors Meeting 04/04/24	$	200.00	
VGlobal Tech	100339	6053	Website ADA Compliance 04/24	$	425.00	

Report Total	 $		80,309.89	

Tab 3

RESOLUTION 2024-01
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE SOMERSET COMMUNITY DEVELOPMENT DISTRICT DESIGNATING A DATE, TIME AND LOCATION FOR A LANDOWNERS’ MEETING AND ELECTION; PROVIDING FOR PUBLICATION; ESTABLISHING FORMS FOR THE LANDOWNER ELECTION; AND PROVIDING FOR SEVERABILITY AND AN EFFECTIVE DATE.

WHEREAS, Somerset Community Development District (“District”) is a local unit of special- purpose government created and existing pursuant to Chapter 190, Florida Statutes, being situated entirely within Walton County, Florida; and
WHEREAS, pursuant to Section 190.006(1), Florida Statutes, the District’s Board of Supervisors (“Board”) “shall exercise the powers granted to the district pursuant to [Chapter 190, Florida Statutes],” and the Board shall consist of five members; and

WHEREAS, the District is statutorily required to hold a meeting of the landowners of the District for the purpose of electing Board Supervisors for the District on a date in November established by the Board, which shall be noticed pursuant to Section 190.006(2), Florida Statutes.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF SOMERSET COMMUNITY DEVELOPMENT DISTRICT:
EXISTING BOARD SUPERVISORS; SEATS SUBJECT TO ELECTIONS. The Board is currently
made up of the following individuals:

Seat Number	Supervisor	Term Expiration Date	
1	George Hartley	November 2024	
2	Belinda Ballew	November 2024	
3	John Rosenberg	November 2024	
4	Tom Dodson	November 2026	
5	Robert Stenhammer	November 2026	

This year, Seat 1, currently held by George Hartley, Seat 2, currently held by Belinda Ballew, and Seat 3, currently held by John Rosenberg, are subject to election by landowners in November 2024. The two candidates receiving the highest number of votes shall be elected for a term of four (4) years. The candidate receiving the next highest number of votes shall be elected for a term of two (2) years. The term of office for each successful candidate shall commence upon election.

LANDOWNER’S ELECTION. In accordance with Section 190.006(2), Florida Statutes, the meeting of the landowners to elect Board Supervisor(s) of the District shall be held on the    day of November 2024, at 	 a/p.m., and located at Alys Beach Office, Building 1, 84 Elbow Beach Road, Alys Beach, Florida 32461.

PUBLICATION. The District’s Secretary is hereby directed to publish notice of the landowners’ meeting and election in accordance with the requirements of Section 190.006(2), Florida Statutes.

FORMS. Pursuant to Section 190.006(2)(b), Florida Statutes, the landowners’ meeting

and election have been announced by the Board at its June 6, 2024, meeting. A sample notice of landowners’ meeting and election, proxy, ballot form and instructions were presented at such meeting and are attached hereto as Exhibit A. Such documents are available for review and copying during normal business hours at the office of the District Manager, located at 120 Richard Jackson Boulevard, Suite 220, Panama City Beach, Florida 32407.

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 become effective upon its passage.
PASSED AND ADOPTED THIS 6th DAY OF JUNE 2024.

SOMERSET COMMUNITY DEVELOPMENT DISTRICT

ATTEST:	CHAIRMAN / VICE CHAIRMAN

SECRETARY / ASST. SECRETARY

EXHIBIT A
NOTICE OF LANDOWNERS’ MEETING AND ELECTION AND MEETING OF THE BOARD OF SUPERVISORS OF THE SOMERSET COMMUNITY DEVELOPMENT DISTRICT

Notice is hereby given to the public and all landowners within Somerset Community Development District (“District”) the location of which is generally described as comprising a parcel or parcels of land containing approximately 158.49 acres, located on both sides of County Highway 30A, west of Seacrest Beach, east of County Road 395, and bordered on the south by the Gulf of Mexico, in Walton County, Florida, advising that a meeting of landowners will be held for the purpose of electing three (3) persons to the District’s Board of Supervisors (“Board”, and individually, “Supervisor”). Immediately following the landowners’ meeting there will be convened a meeting of the Board for the purpose of considering certain matters of the Board to include election of certain District officers, and other such business which may properly come before the Board.

DATE:	November 	, 2024
TIME:		
PLACE:	Alys Beach Office
84 Elbow Beach Road, Bldg. 1 Alys Beach, Florida 32461

Each landowner may vote in person or by written proxy. Proxy forms may be obtained upon request at the office of the District Manager, 120 Richard Jackson Boulevard, Suite 220, Panama City Beach, Florida 32407, Ph: (850) 334-9055 (“District Manager’s Office”). At said meeting each landowner or his or her proxy shall be entitled to nominate persons for the position of Supervisor and cast one vote per acre of land, or fractional portion thereof, owned by him or her and located within the District for each person to be elected to the position of Supervisor. A fraction of an acre shall be treated as one acre, entitling the landowner to one vote with respect thereto. Platted lots shall be counted individually and rounded up to the nearest whole acre. The acreage of platted lots shall not be aggregated for determining the number of voting units held by a landowner or a landowner’s proxy. At the landowners’ meeting the landowners shall select a person to serve as the meeting chair and who shall conduct the meeting.

The landowners’ meeting and the Board meeting are open to the public and will be conducted in accordance with the provisions of Florida law. One or both of the meetings may be continued to a date, time, and place to be specified on the record at such meeting. A copy of the agenda for these meetings may be obtained from the District Manager’s Office. There may be an occasion where one or more supervisors will participate by telephone.

Any person requiring special accommodations to participate in these meetings is asked to contact the District Manager’s Office, at least 48 hours before the hearing. If you are hearing or speech impaired, please contact the Florida Relay Service by dialing 7-1-1, or 1-800-955-8771 (TTY) / 1-800-955-8770 (Voice), for aid in contacting the District Manager’s Office.

A person who decides to appeal any decision made by the Board with respect to any matter considered at the meeting is advised that such person will need a record of the proceedings and that accordingly, the person may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which the appeal is to be based.

Kim O’Mera District Manager
Run Date(s): 	 & 	

PUBLISH: ONCE A WEEK FOR 2 CONSECUTIVE WEEKS, THE LAST DAY OF PUBLICATION TO BE NOT FEWER THAN 14 DAYS OR MORE THAN 28 DAYS BEFORE THE DATE OF ELECTION, IN A NEWSPAPER WHICH IS IN GENERAL CIRCULATION IN THE AREA OF THE DISTRICT

INSTRUCTIONS RELATING TO LANDOWNERS’ MEETING OF SOMERSET COMMUNITY DEVELOPMENT DISTRICT
FOR THE ELECTION OF SUPERVISORS DATE OF LANDOWNERS’ MEETING: 	, November  , 2024 TIME: 	 _.M.
LOCATION:   Alys Beach Office
84 Elbow Beach Road, Bldg. 1 Alys Beach, Florida 32461

Pursuant to Chapter 190, Florida Statutes, and after a Community Development District (“District”) has been established and the landowners have held their initial election, there shall be a subsequent landowners’ meeting for the purpose of electing members of the Board of Supervisors (“Board”) every two years until the District qualifies to have its board members elected by the qualified electors of the District. The following instructions on how all landowners may participate in the election are intended to comply with Section 190.006(2)(b), Florida Statutes.

A landowner may vote in person at the landowners’ meeting, or the landowner may nominate a proxy holder to vote at the meeting in place of the landowner. Whether in person or by proxy, each landowner shall be entitled to cast one vote per acre of land owned by him or her and located within the District, for each position on the Board that is open for election for the upcoming term. A fraction of an acre shall be treated as one (1) acre, entitling the landowner to one vote with respect thereto. For purposes of determining voting interests, platted lots shall be counted individually and rounded up to the nearest whole acre. Moreover, please note that a particular parcel of real property is entitled to only one vote for each eligible acre of land or fraction thereof; therefore, two or more people who own real property in common, that is one acre or less, are together entitled to only one vote for that real property.

At the landowners’ meeting, the first step is to elect a chair for the meeting, who may be any person present at the meeting. The landowners shall also elect a secretary for the meeting who may be any person present at the meeting. The secretary shall be responsible for the minutes of the meeting. The chair shall conduct the nominations and the voting. If the chair is a landowner or proxy holder of a landowner, he or she may nominate candidates and make and second motions. Candidates must be nominated and then shall be elected by a vote of the landowners. Nominees may be elected only to a position on the Board that is open for election for the upcoming term.

This year, three (3) seats on the Board will be up for election by landowners. The two candidates receiving the highest number of votes shall be elected for a term of four (4) years. The candidate receiving the next highest number of votes shall be elected for a term of two (2) years. The term of office for each successful candidate shall commence upon election.

A proxy is available upon request. To be valid, each proxy must be signed by one of the legal owners of the property for which the vote is cast and must contain the typed or printed name of the individual who signed the proxy; the street address, legal description of the property or tax parcel identification number; and the number of authorized votes. If the proxy authorizes more than one vote, each property must be listed and the number of acres of each property must be included. The signature on a proxy does not need to be notarized.

LANDOWNER PROXY

SOMERSET COMMUNITY DEVELOPMENT DISTRICT WALTON COUNTY, FLORIDA
LANDOWNERS’ MEETING – NOVEMBER 	, 2024

KNOW ALL MEN BY THESE PRESENTS, that the undersigned, the fee simple owner of the lands described herein, hereby constitutes and appoints 	 (“Proxy Holder”) for and on behalf of the undersigned, to vote as proxy at the meeting of the landowners of the Somerset Community Development District to be held at the Alys Beach Office, 84 Elbow Beach Road, Bldg. 1, Alys Beach, Florida 32461, on November   , 2024, at    a/p.m., and at any adjournments thereof, according to the number of acres of unplatted land and/or platted lots owned by the undersigned landowner that the undersigned would be entitled to vote if then personally present, upon any question, proposition, or resolution or any other matter or thing that may be considered at said meeting including, but not limited to, the election of members of the Board of Supervisors. Said Proxy Holder may vote in accordance with his or her discretion on all matters not known or determined at the time of solicitation of this proxy, which may legally be considered at said meeting.

Any proxy heretofore given by the undersigned for said meeting is hereby revoked. This proxy is to continue in full force and effect from the date hereof until the conclusion of the landowners’ meeting and any adjournment or adjournments thereof, but may be revoked at any time by written notice of such revocation presented at the landowners’ meeting prior to the Proxy Holder’s exercising the voting rights conferred herein.

Printed Name of Legal Owner		
Signature of Legal Owner

Parcel Description		Date

Acreage	

Authorized Votes	

[Insert above the street address of each parcel, the legal description of each parcel, or the tax identification number of each parcel. If more space is needed, identification of parcels owned may be incorporated by reference to an attachment hereto.]

Total Number of Authorized Votes:

NOTES: Pursuant to Section 190.006(2)(b), Florida Statutes, a fraction of an acre is treated as one (1) acre entitling the landowner to one vote with respect thereto. For purposes of determining voting interests, platted lots shall be counted individually and rounded up to the nearest whole acre. Moreover, two (2) or more persons who own real property in common that is one acre or less are together entitled to only one vote for that real property.

If the fee simple landowner is not an individual, and is instead a corporation, limited liability company, limited partnership or other entity, evidence that the individual signing on behalf of the entity has the authority to do so should be attached hereto (e.g., bylaws, corporate resolution, etc.).

OFFICIAL BALLOT
SOMERSET COMMUNITY DEVELOPMENT DISTRICT WALTON COUNTY, FLORIDA
LANDOWNERS’ MEETING - NOVEMBER   , 2024

For Election (3 Supervisors): The two (2) candidates receiving the highest number of votes will each receive a four (4) year term, and the one (1) candidate receiving the next highest number of votes will receive a two (2) year term, with the term of office for the successful candidates commencing upon election.

The undersigned certifies that he/she/it is the fee simple owner of land, or the proxy holder for the fee simple owner of land, located within the Somerset Community Development District and described as follows:
Description	Acreage

[Insert above the street address of each parcel, the legal description of each parcel, or the tax identification number of each parcel.] [If more space is needed, identification of parcels owned may be incorporated by reference to an attachment hereto.]

or

Attach Proxy.

I,		,	as	Landowner,	or	as	the	proxy	holder	of
	 (Landowner) pursuant to the Landowner’s Proxy attached hereto, do cast my votes as follows:

SEAT #	NAME OF CANDIDATE	NUMBER OF VOTES	
2			
4			
5			

Date: 		Signed: 	
Printed Name: 	

Tab 4

ADDENDUM TO PROPOSAL BETWEEN THE SOMERSET COMMUNITY DEVELOPMENT DISTRICT (“DISTRICT”) AND MURDOCK INVESTMENTS, LLC DBA GRIFFIN TRAFFIC SIGNALS (“CONTRACTOR”) FOR CROSSWALK ASSEMBLY REPAIR AND REPLACEMENT SERVICES

District:	Somerset Community Development District	Contractor:	Murdock Investments, LLC dba Griffin Traffic Signals	
Mailing Address:	3434 Colwell Avenue, Suite 200
Tampa, Florida 33614	Mailing Address:	5324 E. 14th Street
Panama City, Florida 32404	
Phone:	(850) 344-9055	Phone:	(850) 270-2715	

The following provisions govern the proposal, dated February 12, 2024, submitted by the Contractor, and attached hereto as Exhibit A (hereinafter referred to as the “Proposal,” and as modified by this Addendum, the “Agreement”) for the following crosswalk assembly repair and replacement services:
The Agreement shall be deemed effective as of the date of the full execution of the Agreement and this Addendum.

District agrees to compensate Contractor for the services identified in the Proposal at an amount of Four Thousand Two Hundred Dollars ($4,200.00), due upon completion of the services identified in Exhibit A.

Contractor shall use reasonable care in performing the services and shall be responsible for any harm of any kind to persons or property resulting from Contractor’s actions or inactions. Contractor shall defend, indemnify and hold harmless the District, and the District’s officers, staff, representatives, and agents, from any and all liabilities, damages, claims, losses, costs, or harm of any kind, including, but not limited to, reasonable attorney’s fees, to the extent caused by any acts or omissions of the indemnifying party and persons employed or utilized by the indemnifying party in the performance of the Agreement. The obligations under this paragraph shall be limited to no more than $1,000,000.00, which amount Contractor agrees bears a reasonable commercial relationship to this Agreement. Nothing in this Section is intended to waive or alter any other remedies that the District may have as against the Contractor.

The Contractor or any subcontractor performing the work described in this Agreement shall maintain throughout the term of this Agreement the following insurance:
Workers’ Compensation Insurance in accordance with the laws of the State of Florida.
Commercial General Liability Insurance covering the Contractor’s legal liability for bodily injuries, with limits of not less than $1,000,000 combined single limit bodily injury and property damage liability, including Independent Contractors Coverage for bodily injury and property damage in connection with subcontractors’ operation.
Automobile Liability Insurance for bodily injuries in limits of not less than $1,000,000 combined single limit bodily injury and for property damage, providing coverage for any accident arising out of or resulting from the operation, maintenance, or use by the Contractor of any owned, non-owned, or hired automobiles, trailers, or other equipment required to be licensed.
The District, its staff, consultants, agents and supervisors shall be named as additional insureds and certificate holders. The Contractor shall furnish the District with the Certificate of Insurance evidencing compliance with this requirement. 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 within thirty (30) days of prior written notice to the District. Insurance coverage shall be from a reputable insurance carrier, licensed to conduct business in the State of Florida.

If the Contractor 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 Contractor 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.

In addition to all manufacturer warranties for materials purchased for purposes of this Agreement, the Contractor agrees all materials furnished under this Agreement shall be new, and that all services and materials shall be of good quality, free from faults and defects, and will conform to the standards and practices for projects of similar design and complexity in an expeditious and economical manner consistent with the best interest of the District. If prior to final acceptance of the work, any of the materials or work are found to be defective, deficient or not in accordance with the Agreement, Contractor shall correct, remove and replace it promptly after receipt of a written notice from the District and correct and pay for any other damage resulting therefrom to District property or the property of landowner’s within the District.

Contractor further agrees that nothing in the Agreement between the parties shall constitute or be construed as a waiver of the District’s limitations on liability contained in Section 768.28, Florida Statutes, or other statute.
The Agreement may be terminated immediately by the District for cause, or for any or no reason upon 30 days written notice by either party. Contractor shall not be entitled to lost profits or any other damages of any kind resulting from any such termination by the District, provided however that Contractor shall be entitled to payment for any work provided through the effective date of termination, subject to any offsets.

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. Contractor acknowledges that the designated public records custodian for the District is Kim O’Meara (“Public Records Custodian”). Among other requirements and to the extent applicable by law, the Contractor shall 1) keep and maintain public records required by the District to perform the service; 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;
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 contract term and following the contract term if the Contractor does not transfer the records to the Public Records Custodian of the District; and
upon completion of the contract, 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 the Contractor, the 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.
IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR’S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT (850) 334-9055, KOMEARA@RIZZETTA.COM, AND 3434 COLWELL AVENUE, SUITE 200, TAMPA, FLORIDA 33614.
The Contractor shall comply with and perform all applicable provisions of Section 448.095, Florida Statutes. Accordingly, to the extent required by Florida Statute, Contractor shall register with and use the United States Department of Homeland Security’s E-Verify system to verify the work authorization status of all newly hired employees. The District may terminate this Agreement immediately for cause if there is a good faith belief that the Contractor has knowingly violated Section 448.09(1), Florida Statutes. By entering into this Agreement, the Contractor represents that no public employer has terminated a contract with the Contractor under Section 448.095(2)(c), Florida Statutes, within the year immediately preceding the date of this Agreement.

The Contractor agrees to comply with Section 20.055(5), Florida Statutes, to cooperate with the inspector general in any investigation, audit, inspection, review, or hearing pursuant to such section and to incorporate in all subcontracts the obligation to comply with Section 20.055(5), Florida Statutes.

Contractor certifies it: (i) is not in violation of Section 287.135, Florida Statutes; (ii) is not on the Scrutinized Companies with Activities in Sudan List; (iii) is not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List; (iv) does not have business operations in Cuba or Syria; (v) is not on the Scrutinized Companies that Boycott Israel List; and (vi) is not participating in a boycott of Israel. If the Contractor is found to have submitted a false statement with regards to the prior sentence, has been placed on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or the Scrutinized Companies that Boycott Israel List, has engaged in business operations in Cuba or Syria, and/or has engaged in a boycott of Israel, the District may immediately terminate the Contract.

To the extent any of the provisions of this Addendum are in conflict with the provisions of the Agreement, this Addendum controls.

MURDOCK INVESTMENTS, LLC DBA	SOMERSET COMMUNITY GRIFFIN TRAFFIC SIGNALS	DEVELOPMENT DISTRICT

By:		 Its:	  Date:	

By:		 Its:	  Date:	

EXHIBIT A

Created:

2024-02-21

By:

Kim O'Mera (komera@rizzetta.com)

Status:

Signed

Transaction ID:

CBJCHBCAABAAUJCMDJk1KW-pc0OKAwFk2GjUibof7Qd

2024-02-21 - Somerset COD - Short Form Addendum to Proposal for Crosswalk Signal Repairs	Murdock Investments, unexecuted
Final Audit Report	2024-02-22

"2024-02-21 - Somerset COD - Short Form Addendum to Propos al for Crosswalk Signal Repairs - Murdock Investments, unexecu ted" History
Document created by Kim O'Mera (komera@rizzetta.com)
2024-02-21 - 9:43:01 PM GMT- IP address: 24.96.226.159

121.. Document emailed to robert@alysbeach.com for signature
2024-02-21 - 9:43:41 PM GMT

121.. Document emailed to Chris Murdock (griffintraffic@gmail.com) for signature
2024-02-21 - 9:43:42 PM GMT

Email viewed by robert@alysbeach.com
2024-02-21 - 9:47:31 PM GMT- IP address: 104.47.55.126

0o Signer robert@alysbeach.com entered name at signing as Robert Stenhammer
2024-02-21 - 9:47:52 PM GMT- IP address: 24.236.115.130

0o Document e-signed by Robert Stenhammer (robert@alysbeach.com)
Signature Date: 2024-02-21 - 9:47:54 PM GMT - Time Source: server- IP address: 24.236.115.130

Email viewed by Chris Murdock (griffintraffic@gmail.com)
2024-02-22- 3:10:52 PM GMT- IP address: 172.56.72.209

0o Document e-signed by Chris Murdock (griffintraffic@gmail.com)
Signature Date: 2024-02-22- 3:11:36 PM GMT-Time Source: server- IP address: 172.56.72.209

0	Agreement completed.
2024-02-22 - 3:11:36 PM GMT

Tab 5

Proposal #: C24-01O - Change order for WA#24-09
Amount: $ 1,480 00

WORK AUTHORIZATION #24-09 FOR MAINTENANCE SERVICES
This Work Authorization (the "Work Authorization"), dated April 5, 2024, authorizes certain work in accordance with that certain AGREEMENT BETWEEN THE SOMERSET COMMUNITY  DEVELOPMENT  DISTRICT  AND  MCHENRY  ELECTRIC,  INC.,
FOR GENERAL MAINTENANCE SERVICES (the "Agreement"), dated April 6, 2022, by and between:

SOMERSET COMMUNITY DEVELOPMENT DISTRICT, a local unit of special­ purpose government established pursuant to Chapter 190, Florida Statutes, being situated in Walton County, Florida, and whose mailing address is 3434 Colwell Avenue, Suite 200, Tampa, Florida 33614 (the "District"); and

MCHENRY ELECTRIC, INC., a Florida for profit corporation, with a mailing address of 50 Hatchew Road, Miramar Beach, Florida 32550 (hereinafter "Contractor", together with District the "Parties").

Section 1. Scope of Services. Contractor shall provide repair and maintenance services, as set forth in the attached Exhibit A, which is incorporated herein by reference, all in accordance with the terms of the Agreement (collectively, the "Services").
Section 2. Compensation and Term. It is understood and agreed that the payment of compensation for the Services under this Work Authorization shall be in the amount and for the term set forth in the attached Exhibit A, and in the manner set forth in the Agreement.
Section 3. Acceptance. Acceptance of this Work Authorization will authorize the Contractor to complete the Services as outlined above and is indicated by the signature of the authorized representative of the District and the Contractor in the spaces provided below. Contractor shall commence the aforesaid Services as provided herein and shall perform the same in accordance with the terms and conditions of the Agreement, which, except to the extent expressly altered or changed in this Work Authorization, remain in full force and effect.

IN WITNESS WHEREOF, the Parties hereto have caused this Work Authorization to be executed the day and year first above written.

SOMERSET COMMUNITY DEVELOPMENT DISTRICT
'Robert Stenhammet
Robert Stenhammer (Apr 71 2024 19:33 CDT)

By: Robert Stenhammer
Its:	Chairman

MCHENRY ELECTRIC, INC.

Niki Carr (Apr 5, 202414:50 CDT)	Clayton Mchenry (Apr 6,2024 20:40 CDT)

Witness
By: Clayton Mchenry
Its: president

Exhibit A: Proposal/Scope of Services

MCHENRY ELECTRIC, INC.
"Proudly Serving The Emerald Coast Since 1984" 50 Hatchew Road
Miramar Beach, FL 32550

C	ANG

ORDER

(850) 837-9003
ER 0009321

PHONE

Number -C2-4-0-10-----
DATE

TO	omerset COD C/O Rizzetta & Company, lnc

 850-213-5600	
JOB AME/LOCATION
S. Charles  treet

April 5 2024	

 3434 Colwell Avenue suite 200	

 Alys Beach, FL 32461	

Tampa FL 33614		EXISTING CONTRACT NUMBER
	24-030R£V	

DATE OF EXISTING CONTRACT
	03/05/2024	

We hereby agree to make the change(s) specified below:
Includes the followino:

A) Cut, remove, and replace (I) additional section of sidewalk.

: There is (I) addjtional damaged section of conduit.	

NOTE: This Ch•"ll• Onle, becomes part of aod " ooofunnaoo, w<h lhe e,lstiog ooolI(	J

OATE

J\Ql \\ S 2.0 2.

1

PREv1ous coNTRACT AMOUNT  $._s,6s_s_.o_o

_

REVISED CONTRACT TOTAL $10,165.00

'---'--------

ACCEPTED - The above prices and specification of lhls Change Order are satisfactory and are hereby accepted. All work to be preformed under same terms and conditions as specified n the original contract unless otherwise stipulated.
Prevailing party is due any legal fees arising from this contract.

Date of acceptance 	 _

Signature----------------

WE AGREE hereby to make the change(s) specified above at this price. ----.t...>$""'"1"-,4_80_._oo	-1-:1---

Created:

2024-04-05

By:

Kim O'Mera (komera@rizzetta.com)

Status:

Signed

Transaction ID:

CBJCHBCAABAAfOJSK7vnj7iYloN50_Ii0ITNUQkzFHtY

2024-04-05 - Somerset COD - WA #24-14 -
Change Order for 24-030REV S Charles (C )
McHenry Electric, unexecuted.
Final Audit Report	2024-04-08

"2024-04-05 - Somerset COD - WA #24-14 - Change Order for 2 4-030REV S Charles (C ) - McHenry Electric, unexecuted." Histo ry
Document created by Kim O'Mera (komera@rizzetta.com)
2024-04-05 - 7:47:15 PM GMT- IP address: 24.96.226.159

121.. Document emailed to robert@alysbeach.com for signature
2024-04-05 - 7:48:00 PM GMT

121.. Document emailed to niki@mchenryelectric.com for signature
2024-04-05 - 7:48:00 PM GMT

121.. Document emailed to mike@mchenryelectric.com for signature
2024-04-05 - 7:48:00 PM GMT

Email viewed by niki@mchenryelectric.com
2024-04-05 - 7:48:39 PM GMT- IP address: 98.173.22.211

Signer niki@mchenryelectric.com entered name at signing as Niki Carr
2024-04-05 - 7:49:58 PM GMT- IP address: 98.173.22.211

Document e-signed by Niki Carr (niki@mchenryelectric.com)
Signature Date: 2024-04-05 - 7:50:00 PM GMT - Time Source: server- IP address: 98.173.22.211

Email viewed by mike@mchenryelectric.com
2024-04-06 - 8:58:30 PM GMT- IP address: 98.173.22.211

i&-0 Signer mike@mchenryelectric.com entered name at signing as Clayton Mchenry
2024-04-07-1:40:38 AM GMT- IP address: 50.81.54.180

i&-0 Document e-signed by Clayton Mchenry (mike@mchenryelectric.com)
Signature Date: 2024-04-07 - 1:40:40 AM GMT - Time Source: server- IP address: 50.81.54.180

Email viewed by robert@alysbeach.com
2024-04-08 - 0:32:22 AM GMT- IP address: 104.47.58.126

i&-0  Signer robert@alysbeach.com entered name at signing as Robert Stenhammer
2024-04-08 - 0:33:00 AM GMT- IP address: 24.192.114.112

i&-0 Document e-signed by Robert Stenhammer (robert@alysbeach.com)
Signature Date: 2024-04-08 - 0:33:02 AM GMT - Time Source: server- IP address: 24.192.114.112

0	Agreement completed.
2024-04-08 - 0:33:02 AM GMT

Tab 6

WORK AUTHORIZATION #1
April 9, 2024

Somerset Community Development District 3434 Colwell Avenue, Suite 200
Tampa, Florida 33614
Subject: Work Authorization Number 1 (“Work Authorization”) Somerset Community Development District

Dear Board of Supervisors:

Arbor Tree Care, LLC (“Contractor”) is pleased to submit this work authorization to provide palm tree maintenance services for the Somerset Community Development District (“District”). We will provide these services pursuant to our current Agreement Between the Somerset Community Development District and Arbor Tree Care, LLC, for Palm Tree Maintenance Services dated April 24, 2024 (“Agreement”) as follows:

Scope of Work
The District hereby engages the services of Contractor to perform the work described in Attachment A, attached hereto. Attachment A shall not be incorporated herein, except that Attachment A is applicable to the extent that it states the Work’s scope of services for the labor and materials to be provided under this Agreement and the price. Otherwise, none of the provisions of Attachment A shall apply to this Work Authorization and the Agreement.

Fees
The District will compensate Contractor at the price listed in Attachment A in accordance with the terms of the Agreement and this Work Authorization.

This Work Authorization, together with the Agreement, represents the entire understanding between the District and Contractor with regard to the referenced Work Authorization. If you wish to accept this Work Authorization, please sign below where indicated, and return one complete copy to our office. Upon receipt, we will promptly schedule the approved services.

Sincerely,

Authorized Representative of Arbor Tree Care, LLC

APPROVED AND ACCEPTED

By: 		 Chair/Vice-Chair, Board of Supervisors Somerset Community Development District

Date: 	

ATTACHMENT A

Created:

2024-05-09

By:

Kim O'Mera (komera@rizzetta.com)

Status:

Signed

Transaction ID:

CBJCHBCAABAA YKdk9zdeMYo1 xodBgUUHmfGtrUc2Wkj

2024-05-09 - Somerset COD - WA #24-01
- Palm Tree Treatment - Arbor Tree Care, unexecuted
Final Audit Report	2024-05-10

"2024-05-09 - Somerset COD - WA #24-01 - Palm Tree Treatme nt - Arbor Tree Care, unexecuted" History
Document created by Kim O'Mera (komera@rizzetta.com)
2024-05-09 - 5:28:25 PM GMT

12. Document emailed to robert@alysbeach.com for signature
2024-05-09 - 5:29:24 PM GMT

Email viewed by robert@alysbeach.com
2024-05-09 - 5:44:42 PM GMT

0'G Signer robert@alysbeach.com entered name at signing as Robert Stenhammer
2024-05-09 - 5:45:23 PM GMT

0'G Document e-signed by Robert Stenhammer (robert@alysbeach.com)
Signature Date: 2024-05-09 - 5:45:25 PM GMT - Time Source: server

g	Document emailed to Chase Datlon (arborcarepc@hotmail.com) for signature
2024-05-09 - 5:45:27 PM GMT

Email viewed by Chase Datlon (arborcarepc@hotmail.com)
2024-05-10 - 2:11:46 PM GMT

0o Signer Chase Datlon (arborcarepc@hotmail.com) entered name at signing as Mark C Dalton
2024-05-10- 2:12:46 PM GMT

0'G Document e-signed by Mark C Dalton (arborcarepc@hotmail.com)
Signature Date: 2024-05-10 - 2:12:48 PM GMT-Time Source: server

0	Agreement completed.
2024-05-10- 2:12:48 PM GMT

Tab 7

FORM OF ADDITIONAL SERVICES ORDER-WA #24-03

WORK AUTHORIZATION FOR ADDITIONAL LANDSCAPE AND IRRIGATION MAINTENANCE SERVICES

THIS WORK AUTHORIZATION (the "Work Authorization"), dated May 24, 2024 authorizes certain work in accordance with that certain Landscape and Irrigation Maintenance Services Agreement (the "Agreement"), dated October 1, 2021, by and between:

SOMERSET COMMUNITY DEVELOPMENT DISTRICT' a local unit of special­ purpose government established pursuant to Chapter 190, Florida Statutes, being situated in Walton County, Florida, and having offices at c/o Rizzetta & Company, Inc., 120 Richard Jackson Blvd., Suite 220, Panama City Beach, Florida 32407, with a mailing address of 3434 Colwell Ave., Suite 200, Tampa, FL 33614 ("District"); and

RIP'S PROFESSIONAL LAWN CARE, INC., a Florida corporation, with a mailing address of 511 North Highway 79, Panama City Beach, Florida 32413 (the "Contractor," and collectively with the District, the "Parties").

SECTION 1. SCOPE OF SERVICES. In addition to the Services described in the Agreement and any Exhibits and Amendments thereto, the Contractor will provide additional landscape and irrigation maintenance services, as set forth in the attached Exhibit A, which is incorporated herein by reference, all in accordance with the terms of the Agreement (collectively, the "Additional Services").

SECTION 2. COMPENSATION. It is understood and agreed that the payment of compensation for the Additional Services under this Work Authorization shall be in the amount set forth in the attached Exhibit A, and in the manner set forth in the Agreement.

SECTION 3. ACCEPTANCE. Acceptance of this Work Authorization will authorize the Contractor to complete the Additional Services as outlined above and is indicated by the signature of the authorized representative of the District and the Contractor in the spaces provided below. Contractor shall commence the aforesaid Additional Services as provided herein and shall perform the same in accordance with the terms and conditions of the Agreement, which, except to the extent expressly altered or changed in this Work Authorization, remain in full force and effect.

[REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]

IN WITNESS WHEREOF, the Parties hereto have caused this Work Authorization to be executed the day and year first above written.

SOMERSET COMMUNITY DEVELOPMENT DISTRICT
'RobertStenhammet
 Robert Stenhammer (May 24, 2024 13:21 CDT)	
Chairman, Board of Supervisors

RIP'S PROFESSIONAL LAWN CARE, INC.

Witness

By: James R Thompson
Its: Branee Manager

Exhibit A: Proposal/Scope of Additional Services

Exhibit A: Proposal/Scope of Additional Services

Rip's Professional Lawn Care, Inc
511 North Highway 79 Panama City Beach, FL 32413 850-233-6396

Name I Address

Estimate

Date	Estimate#	
5/24/2024	5-5020	

Somerset Community Development District c/o Rizzetta & Company
3434 Colwell Ave., Suite 200
Tampa, FL 33614

	Project	
	West Buttery	
Description	Qty	Rate	Total	
West Buttery				
ACC Controller 2	l	2,541.98	2,541.98	
Labor	6	75.00	450.00	
	Total	$2,991.98	

Created:

2024-05-28

By:

Kim O'Mera (komera@rizzetta.com)

Status:

Signed

Transaction ID:

CBJCHBCAABMeysEOaCxTNdAF_RC_U69jSmiGBJb8tMa

2024-05-24 - Somerset COD - WA #24-03 -
Rip's Professional Lawn Care, partially executed
Final Audit Report	2024-05-28

"2024-05-24 - Somerset COD - WA #24-03 - Rip's Professional Lawn Care, partially executed" History
Document created by Kim O'Mera (komera@rizzetta.com)
2024-05-28- 2:17:40 PM GMT

181.. Document emailed to dlang@alysbeach.com for signature
2024-05-28- 2:17:52 PM GMT

Email viewed by dlang@alysbeach.com
2024-05-28 - 2:54:28 PM GMT

0'o Signer dlang@alysbeach.com entered name at signing as Douglas Lang
2024-05-28 - 2:55:09 PM GMT

0'o Document e-signed by Douglas Lang (dlang@alysbeach.com)
Signature Date: 2024-05-28 - 2:55:11 PM GMT - Time Source: server

0	Agreement completed.
2024-05-28 - 2:55:11 PM GMT

fJ Adobe Acrobat Sign

Tab 8

	Proposal	
Proposal No.:	277512 Proposed Date:

PROPERTY:	FOR:	
Somerset Community (ABNA) Highway 30A Corridor Rizzetta -CDD Accounts Payable
Somerset Community (ABNA) Highway 30A Corridor Inlet Beach, FL 32461	Central Park Irrigation Controller Replacement	

ITEM	QTY	UOM	UNIT PRICE	EXT. PRICE	TOTAL	
Central Park Controller Replacement					$2,991.98	
Hunter ICD Decoder 1 station for use with ACC Controllers	1.00	EA	$2,541.98	$2,541.98		
Maintenance Division Labor	6.00	HR	$75.00	$450.00		
				Total:	$2,991.98	

Guarantee: Any alteration from these specs involving additional costs will be executed only upon written order and will become an extra charge over and above estimate.
Standard Warranty: Rips Professional Lawncare agrees to warranty irrigation, drainage and lighting for 1 year, trees and palms for 6 months, shrubs and ground cover for 3 months, and sod for 30 days. This warranty is subject to and specifically limited by the following:
Warranty is not valid on relocated material, annuals and any existing irrigation, drainage and lighting systems. Warranty in not valid on new plant material or sod installed without automatic irrigation. Warranty does not cover damage from pests or disease encountered on site, act of God, or damaged caused by others. Failure of water or power source not
caused by Rips Professional Lawncare will void warranty. The above identified warranty periods commence upon the date of completion of all items included in this proposal. Standard Warranty does not modify or supersede any previously written agreement.
Rips Professional Lawncare is not responsible for damage to non-located underground.
Residential Agreement: A deposit or payment in full will be required before any work will begin. Any and all balance will be due upon job completion in full, unless otherwise noted in writing. All work will be performed in a workman like manner in accordance to said proposal. Any additional work added to original proposal will require written approval, may require additional deposits and will be due on completion with any remaining balances owed.
DUE TO THE NATURE OF MATERIAL COST VOLATILITY, WE ARE CURRENTLY HOLDING PRICING FOR THIRTY (30) DAYS FROM PROPOSAL DATE

Signature (Owner/Property Manager)	Date Printed Name (Owner/Property Manager)
Signature - Representative	Date

	Proposal	
Proposal No.:	277519
Proposed Date:	06/04/24

PROPERTY:	FOR:	
Somerset Community (ABNA) Highway 30A Corridor Rizzetta -CDD Accounts Payable
Somerset Community (ABNA) Highway 30A Corridor Inlet Beach, FL 32461	East Buttery Irrigation Controller Replacement	

ITEM
East Buttery Controller Replacement	QTY	UOM	UNIT PRICE	EXT. PRICE	TOTAL
$2,991.98	
Irrigation Tech Labor	6.00	HR	$75.00	$450.00	
Hunter ICD Decoder 1 station for use	1.00	EA	$2,541.98	$2,541.98	
with ACC Controllers					
Total:	$2,991.98

Guarantee: Any alteration from these specs involving additional costs will be executed only upon written order and will become an extra charge over and above estimate.
Standard Warranty: Rips Professional Lawncare agrees to warranty irrigation, drainage and lighting for 1 year, trees and palms for 6 months, shrubs and ground cover for 3 months, and sod for 30 days. This warranty is subject to and specifically limited by the following:
Warranty is not valid on relocated material, annuals and any existing irrigation, drainage and lighting systems. Warranty in not valid on new plant material or sod installed without automatic irrigation. Warranty does not cover damage from pests or disease encountered on site, act of God, or damaged caused by others. Failure of water or power source not
caused by Rips Professional Lawncare will void warranty. The above identified warranty periods commence upon the date of completion of all items included in this proposal. Standard Warranty does not modify or supersede any previously written agreement.
Rips Professional Lawncare is not responsible for damage to non-located underground.
Residential Agreement: A deposit or payment in full will be required before any work will begin. Any and all balance will be due upon job completion in full, unless otherwise noted in writing. All work will be performed in a workman like manner in accordance to said proposal. Any additional work added to original proposal will require written approval, may require additional deposits and will be due on completion with any remaining balances owed.
DUE TO THE NATURE OF MATERIAL COST VOLATILITY, WE ARE CURRENTLY HOLDING PRICING FOR THIRTY (30) DAYS FROM PROPOSAL DATE

Signature (Owner/Property Manager)	Date Printed Name (Owner/Property Manager)
Signature - Representative	Date

Tab 9

AGREEMENT BETWEEN THE SOMERSET COMMUNITY DEVELOPMENT DISTRICT AND AMERICAN SITE DEVELOPMENT, LLC, FOR STORMWATER IMPROVEMENT REPAIR SERVICES

This Agreement (“Agreement”) is made and entered into on this 24th day of May 2024, by and between:

Somerset Community Development District, a local unit of special-purpose government established pursuant to Chapter 190, Florida Statutes, being situated in Walton County, Florida, with a mailing address of 3434 Colwell Avenue, Suite 200, Tampa, Florida 33614 (the “District”), and

American Site Development, LLC, a Florida limited liability company, with a mailing address of 17733 Beach Park Trail, Panama City Beach, Florida 32413 (hereinafter “Contractor” and, with the District, the “Parties”).

RECITALS

Whereas, the District was established for the purpose of planning, financing, constructing, operating and/or maintaining certain infrastructure; and

Whereas, from time to time, the District has a need to retain an independent contractor to provide stormwater improvement repair services, and labor and other materials related thereto; and

WHEREAS, the Contractor submitted a proposal for the services presently needed by the District and represents that it is qualified to provide such services and has agreed to initially provide to the District those services identified in Exhibit A, attached hereto and incorporated by reference herein (“Services”); and

Whereas, the District may have a future need for additional services to be provided by Contractor; and

Whereas, the District and Contractor desire to enter into a contractual relationship consistent with the terms and conditions provided in this Agreement.

Now, therefore, in consideration of the recitals, agreements, and mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by the Parties, the Parties agree as follows:

Section 1. Recitals. The recitals stated above 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.

From time to time, the District desires that Contractor provide professional
stormwater improvement repair services, including labor, within presently accepted

standards. Upon all parties executing this Agreement, Contractor shall provide the District with the specific services as set forth in this Agreement.
While providing the Services, Contractor shall assign such staff as may be required, and such staff shall be responsible for coordinating, expediting, and controlling all aspects to assure completion of the Services.
Contractor shall provide the specific professional Services as shown in Section 3 of this Agreement and any future Work Authorization (defined below). Contractor shall solely be responsible for the means, manner and methods by which its duties, obligations and responsibilities are met to the satisfaction of the District.

This Agreement grants to Contractor the right to enter the lands that are subject to this Agreement, for those purposes described in this Agreement, and Contractor hereby agrees to comply with all applicable laws, rules, and regulations

SECTION 3.  SCOPE OF SERVICES. The Contractor will provide the Services identified in Exhibit A and in any future Work Authorization, attached hereto and incorporated by reference herein. The duties, obligations, and responsibilities of Contractor are to provide the material, tools, skill and labor necessary for the Services attached as Exhibit A and in any future Work Authorization. To the extent that any of the provisions of this Agreement conflict with the provisions of Exhibit A or any future Work Authorization , this Agreement shall control.

SECTION 4. MANNER OF CONTRACTOR’S PERFORMANCE. Contractor agrees, as an independent contractor, to undertake work and/or perform or have performed such services as specified in this Agreement or any addendum executed by the parties or in any authorized written work authorization in substantially the same form set forth in Exhibit B (“Work Authorization”), attached hereto and incorporated herein by reference, which shall include the scope of work, compensation, and special provisions or conditions specific to the service or project being authorized, which such Work Authorization shall be issued by the District in connection with this Agreement and accepted by Contractor. All work shall be performed in a neat and professional manner reasonably acceptable to the District, in their sole and unfettered discretion, and shall be in accordance with industry standards. The performance of all Services by Contractor under this Agreement and related to this Agreement shall conform to any written instructions issued by the District.

Should any work and/or services be required which are not specified in this Agreement or any addenda or Work Authorization, but which are nevertheless necessary for the proper provision of services to the District, such work or services shall be fully performed by Contractor as if described and delineated in this Agreement.
Contractor agrees that the District shall not be liable for the payment of any work or services not included in this Agreement unless the District, through an authorized representative of the District, authorizes Contractor, in writing, to perform such work.
The District shall designate in writing a person(s) to act as the District’s representative(s) with respect to the services to be performed under this Agreement. The

District’s representative shall have complete authority to transmit instructions, receive information, interpret and define the District’s policies and decisions with respect to materials, equipment, elements, and systems pertinent to Contractor’s services.
The District hereby designates the District Manager to act as its representative.
Upon request by the District Manager, the Contractor agrees to meet with the District’s representative to walk the property to discuss conditions, schedules, and items of concern regarding this Agreement.
Contractor shall use all due care to protect the property of the District, its residents, and landowners from damage. Contractor agrees to repair any damage resulting from Contractor’s activities and work within twenty-four (24) hours. Before performing Services, Contractor shall inspect any equipment or piping that is connected to the items to be repaired and shall inform the District if the Services may damage the connecting infrastructure, whether due to age, condition or otherwise.
If the scope of services attached hereto or to a work authorization requires funds be paid by the District to the Contractor prior to the time the project is completed, such funds shall be considered a deposit. Despite the fact that there may be deposits being paid by the District prior to project completion, this is a lump sum contract. No portion of the deposit payments made by the District shall be considered earned by the Contractor until completion of the scope of services.
Section 5.	Compensation; Term.

The District shall pay Contractor Nine Thousand Nine Hundred Sixty- Seven Dollars ($9,967.00) for the Services as identified in Exhibit A attached hereto and incorporated herein by reference. Contractor shall invoice the District for the Services pursuant to the terms of this Agreement. The District shall provide payment within forty- five (45) days of receipt of invoices. Such amounts include all materials and labor provided for in Exhibit A and all items, labor, materials, or otherwise, to provide the District the maximum benefits of the Services.
The term of this Agreement shall be from April 1, 2024, through December 31, 2024, and shall automatically renew for three (3) additional one (1) year terms. Notwithstanding anything else provided herein, the Agreement may be terminated in accordance with the terms provided herein.
The District may require, as a condition precedent to making any payment to Contractor, that all subcontractors, materialmen, suppliers or laborers be paid and require evidence, in the form of Lien Releases or partial Waivers of Lien, to be submitted to the District by those subcontractors, material men, suppliers or laborers, and further require that Contractor provide an Affidavit relating to the payment of said indebtedness. Further, the District shall have the right to require, as a condition precedent to making any payment, evidence from Contractor, in a form satisfactory to the District, that any indebtedness of

Contractor, as to services to the District, has been paid and that Contractor has met all of the obligations with regard to the withholding and payment of taxes, Social Security payments, Workmen’s Compensation, Unemployment Compensation contributions, and similar payroll deductions from the wages of employees.
The Contractor shall maintain records conforming to usual accounting practices. As soon as may be practicable at the beginning of each month, the Contractor shall invoice the District for all services performed in the prior month and any other sums due to the Contractor. The District shall pay the invoice amount within forty-five (45) days after the invoice date or otherwise in accordance with the Florida Prompt Payment Act. The Contractor may cease performing services under this Agreement if any payment due hereunder is not paid within sixty (60) days of the invoice date. Each monthly invoice shall include such supporting information as the District may reasonably require the Contractor to provide.
Section 6. Termination. Contractor agrees that the District may terminate this Agreement immediately for cause by providing written notice of termination to Contractor. Either party may terminate this Agreement by providing thirty (30) days written notice of termination without cause. Upon any termination of this Agreement, Contractor shall be entitled to payment for all work and/or services rendered up until the effective termination of this Agreement, subject to whatever claims or offsets the District may have against Contractor.

Section 7.  Warranty. Contractor warrants to the District that all materials furnished under this Agreement shall be new, and that all services and materials shall be of good quality, free from faults and defects. In addition to all manufacturers’ warranties for materials purchased for purposes of this Agreement, all Services, including but not limited to services and materials, provided by Contractor pursuant to this Agreement shall be warranted for three (3) years from the date of the final acceptance by the District of the Services.

Section 8. 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	statutory General Liability
Bodily Injury (including contractual)	$1,000,000/$2,000,000
Property Damage (including contractual)	$1,000,000/$2,000,000
Automobile Liability (if applicable)
Bodily Injury and Property Damage	$1,000,000/$2,000,000
Contractor shall provide the District with a certificate naming the District, its officers, and employees as an additional insured. 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.

If Contractor fails to have secured and maintained the required insurance, the District has the right but not the obligation to secure such required insurance in which event Contractor 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.

Section 9.	Indemnification.

Contractor agrees to defend, indemnify, and hold harmless the District and its officers, agents, employees, successors, assigns, members, affiliates, or representatives from any and all liability, claims, actions, suits, liens, demands, costs, interest, expenses, damages, penalties, fines, judgments against the District, or loss or damage, whether monetary or otherwise, arising out of, wholly or in part by, or in connection with the Services to be performed by Contractor, its subcontractors, its employees and agents in connection with this Agreement, including litigation, mediation, arbitration, appellate, or settlement proceedings with respect thereto. Additionally, nothing in this Agreement requires Contractor to indemnify the District for the District’s percentage of fault if the District is adjudged to be more than 50% at fault for any claims against the District and Contractor as jointly liable parties; however, Contractor shall indemnify the District for any and all percentage of fault attributable to Contractor for claims against the District, regardless whether the District is adjudged to be more or less than 50% at fault. Contractor further agrees that nothing herein shall constitute or be construed as a waiver of the District's limitations on liability contained in section 768.28, Florida Statutes, or other statute.

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, attorneys’ fees, paralegal fees (incurred in court, out of court, on appeal, or in bankruptcy proceedings), any interest, expenses, damages, penalties, fines, or judgments against the District, all as actually incurred.

Section 10.	Compliance with Governmental Regulation.	Contractor shall
keep, observe, and perform all requirements of applicable local, state, and federal laws, rules, regulations, or ordinances. If Contractor fails to notify the District in writing within five (5) days of the receipt of any notice, order, required to comply notice, or a report of a violation or an alleged violation, made by any local, state, or federal governmental body or agency or subdivision thereof with respect to the services being rendered under this Agreement or any action of Contractor or any of its agents, servants, employees, or materialmen, or with respect to terms, wages, hours, conditions of employment, safety appliances, or any other requirements applicable to provision of services, or fails to comply with any requirement of such agency within five (5) days after receipt of any such notice, order, request to comply notice, or report of a violation or an alleged violation, the District may terminate this Agreement, such termination to be effective immediately upon the giving of notice of termination.

Section 11. Liens and Claims. Contractor shall promptly and properly pay for all labor employed, materials purchased, and equipment hired by it to perform under this Agreement. Contractor shall keep the District’s property free from any materialmen’s or mechanic’s liens and claims or notices in respect to such liens and claims, which arise by reason of Contractor’s performance under this Agreement, and Contractor shall immediately discharge any such claim or lien. In the event that Contractor does not pay or satisfy such claim or lien within three (3) business days after the filing of notice thereof, the District, in addition to any and all other remedies available under this Agreement, may terminate this Agreement to be effective immediately upon the giving of notice of termination.

Section 12.	Limitations on Governmental Liability. 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 law, 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.

Section 13. No Third-Party Beneficiaries. This Agreement is solely for the benefit of the formal Parties herein and no right or cause of action shall accrue upon or by reason hereof, to or for the benefit of any third-party not a formal party hereto. Nothing in this Agreement expressed or implied is intended or shall be construed to confer upon any person or corporation other than the Parties hereto any right, remedy or claim under or by reason of this Agreement or any provisions or conditions hereof; and all of the provisions, representations, covenants and conditions herein contained shall inure to the sole benefit of and shall be binding upon the Parties hereto and their respective representatives, successors and assigns.

Section 14. Independent Contractor. In all matters relating to this Agreement, Contractor shall be acting as an independent contractor. Neither Contractor nor employees of Contractor, if there are any, are employees of the District under the meaning or application of any Federal or State Unemployment or Insurance Laws or Old Age Laws or otherwise. Contractor agrees to assume all liabilities or obligations imposed by any one or more of such laws with respect to employees of Contractor, if there are any, in the performance of this Agreement. Contractor shall not have any authority to assume or create any obligation, express or implied, on behalf of the District and Contractor shall have no authority to represent the District as an agent, employee, or in any other capacity, unless otherwise set forth in this Agreement.

Section 15. Agreement. This instrument shall constitute the final and complete expression of the agreement between the District and Contractor relating to the subject matter of this Agreement.

Section 16. 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 Contractor.

Section 17.	Authorization.	The execution of this Agreement has been duly authorized by the appropriate body or official of the District and Contractor, both the District and

Contractor have complied with all the requirements of law, and both the District and Contractor have full power and authority to comply with the terms and provisions of this Agreement.

Section 18. Notices. All notices, requests, consents and other communications under this Agreement (“Notices”) shall be in writing and shall be hand delivered, mailed by First Class Mail, postage prepaid, or sent overnight delivery service, to the Parties, as follows:

A.	If to District:	Somerset Community Development District 3434 Colwell Avenue, Suite 200
Tampa, Florida 33614 Attn: District Manager	
	With a copy to:	Kutak Rock LLP
107 West College Avenue Tallahassee, Florida 32301 Attn: District Counsel	
B.	If to Contractor:	American Site Development, LLC 17733 Beach Park Trail	
		Panama City Beach, Florida 32413
Attn: 		

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 District and counsel for Contractor may deliver Notice on behalf of the District and 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 in this Agreement.

Section 19. Enforcement of Agreement. In the event that either the District or Contractor is required to enforce this Agreement by court proceedings or otherwise, then the substantially prevailing party shall be entitled to recover all fees and costs incurred, including reasonable attorneys' fees and costs for trial, alternative dispute resolution, or appellate proceedings.

Section 20. Controlling Law and Venue. This Agreement and the provisions contained in this Agreement shall be construed, interpreted, and controlled according to the laws of the State of Florida. All actions and disputes shall be brought in the proper court and venue, which shall be Walton County, Florida.

Section 21.	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. Contractor acknowledges that the designated public records custodian for the District is Kim O’Mera (“Public Records Custodian”). 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 service;
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 contract term and following the contract term if Contractor does not transfer the records to the Public Records Custodian of the District; and 4) upon completion of this 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.

IF CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO CONTRACTOR’S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT (850) 334-9055, KOMERA@RIZZETTA.COM, OR AT 3434 COLWELL AVENUE, SUITE 200, TAMPA, FLORIDA 33614.
Section 22. 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 23. Headings for Convenience Only. The descriptive headings in this Agreement are for convenience only and shall neither control nor affect the meaning or construction of any of the provisions of this Agreement.

Section 24. Counterparts. This Agreement may be executed in any number of counterparts, each of which when executed and delivered shall be an original; however, all such counterparts together shall constitute, but one and the same instrument.

Section 25. Negotiation at Arm’s Length. This Agreement has been negotiated fully between the Parties as an arm’s length transaction. The 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, all Parties are deemed to have

drafted, chosen and selected the language, and the doubtful language will not be interpreted or construed against any party.

Section 26. Assignment. Neither Party may assign this Agreement or any monies to become due hereunder without the prior written approval of the other Party.

Section 27.	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 damages, injunctive relief, 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 28. E-Verify Requirements. The Contractor shall comply with and perform all applicable provisions of Section 448.095, Florida Statutes. Accordingly, to the extent required by Florida Statute, Contractor shall register with and use the United States Department of Homeland Security’s E-Verify system to verify the work authorization status of all newly hired employees. The District may terminate this Agreement immediately for cause if there is a good faith belief that the Contractor has knowingly violated Section 448.09(1), Florida Statutes.

If the Contractor anticipates entering into agreements with a subcontractor for the Work, Contractor will not enter into the subcontractor agreement without first receiving an affidavit from the subcontractor regarding compliance with Section 448.095, Florida Statutes, and stating that the subcontractor does not employ, contract with, or subcontract with an unauthorized alien. Contractor shall maintain a copy of such affidavit for the duration of the agreement and provide a copy to the District upon request.

In the event that the District has a good faith belief that a subcontractor has knowingly violated Section 448.095, Florida Statutes, but the Contractor has otherwise complied with its obligations hereunder, the District shall promptly notify the Contractor. The Contractor agrees to immediately terminate the agreement with the subcontractor upon notice from the District. Further, absent such notification from the District, the Contractor or any subcontractor who has a good faith belief that a person or entity with which it is contracting has knowingly violated s. 448.09(1), Florida Statutes, shall promptly terminate its agreement with such person or entity.

By entering into this Agreement, the Contractor represents that no public employer has terminated a contract with the Contractor under Section 448.095(2)(c), Florida Statutes, within the year immediately preceding the date of this Agreement.

SECTION 29.	COMPLIANCE	WITH	SECTION	20.055,	FLORIDA	STATUTES.	The
Contractor agrees to comply with Section 20.055(5), Florida Statutes, to cooperate with the inspector general in any investigation, audit, inspection, review, or hearing pursuant to such section and to incorporate in all subcontracts the obligation to comply with Section 20.055(5), Florida Statutes.

Section 30. Scrutinized Companies Statement. Contractor certifies it: (i) is not in violation of Section 287.135, Florida Statutes; (ii) is not on the Scrutinized Companies with Activities in Sudan List; (iii) is not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List; (iv) does not have business operations in Cuba or Syria; (v) is not on the Scrutinized Companies that Boycott Israel List; and (vi) is not participating in a boycott of Israel. If the Contractor is found to have submitted a false statement with regards to the prior sentence, has been placed on the Scrutinized Companies with Activities in Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or the Scrutinized Companies that Boycott Israel List, has engaged in business operations in Cuba or Syria, and/or has engaged in a boycott of Israel, the District may immediately terminate the Contract.

[Remainder of this page left intentionally blank]

IN WITNESS WHEREOF, the Parties hereto have signed this Agreement to be effective on the day and year first written above.

ATTEST:	Somerset Community Development District

		
	
Secretary/Assistant Secretary		Chairperson, Board of Supervisors	
WITNESS:		
American Site Development, LLC	

	
By: 			By: 		
		Its: 		

Exhibit A:	Contractor’s Proposal
Exhibit B:	Form of Work Authorization

Exhibit A Contractor’s Proposal

1772:3 Beach Park Tri Panama City B!!aoh.FL, :3241:3
.amerlcanslted@l'!!lopm!!nt@gmaU_eom
,aps,w,ash.com CUC122!ii46 850.29'6.2112
3:34.49-4.0815

American Site Development	Estimate

lf11r:		Sorru!l'SA!I Community D@lj{@'Jopm,mt Dl;sUtlot r,/r, Rl.uetta Company blds@alysbeacll.com
4:34 Oolw4! Aw. St.lie 200
Tampa Fl, :33614'8:390

E&timate NO:
IDaUi:

570
04/07/2024

Code	IJMClipllon

S Castle t-1arlbo111 manholie Jepalr

Mol:IUl!Zal!C111 Mol:iUlzatlooof eciulpml!nt, tools, and sup,pU!!s. Frelglll	D@Uvery [)f tr,p stab.
Parts	New top sl.ao fOir manhole.

Excawatlon	Excawatlon of road ta e pr,se,alumlnum riser, removal of ring/ coYer.installation of new tap sl.ao, lrimllatlM ofrlng/cQ',ler.and oaokf1II.

Quamity	Ela!&	Amounl

$0.00	$0.00•

$975.00	$975.CI0•

$400.00	$400.CI0•

$3,282.00 $3,282.00• S!i.:310.00 S!i.:310.00•

'l!Xdll!llon: l'@ll'l'Klval .and re.s!!ttlng pavers

	 _,		

Parts Sub1Dtal	$9,967.00

1nd"'ates non-taxabl!!ilem

St.l>tcrtal	$9,967.00	
Tcrtal	$9,967.00	

	$9,967.00	

Am@!l n Site D-]0pm!!l'II	Cllel'lfs slgnaUJre

1/2

i

I
INNffll..lGHr ENGINEEK[J'{G COHl'OKATION
114'\>ClEmerold Co<>St Porlcway, Suite-2W
MramarJleach. Ralioo 32550
!'hOl'le: 850.424B'l55

SHOP DRAWINGS REVIEW
AlYS BEACH-SEAGARDEN ST. STRUCTUREREPAIR
Storm Structures

- AMERlCAN SITE DEVE!.OPMENT -
[0!4/08/ro24]

l8l Approved with Comments [Below)
Rejected
Submit Specified 'lt-emjs]

Approved
Rev;r;e and Rewbmit

This review is only for general conformance with the design concept of the prOJ'  and general compliance 'With the• Oflmation given• the Contract Documents. Correciions or comments made an the shop d.l'crwings during ll'lis review do riot reflev-e Corrtrndor from compnanoe 1Nilti the requil'ement of the plom and. specifications. Approval of a speci c item shal not include approval of ari a,.;embly of Vlrtiich item is a component. Contractor t responsible for: dimensions to be a:in·rmed arid correlated at the job&ile•; informatiion that perlrnns solely to ihe fabrication processesor to the means. methods. techniques.equences and procedure, oi con&truciion; ooord· atiOJJoi the Work of all trades; and for performing all work in aafe a11da, fu acory manner.
Comments::
flilis apptoval assumes that 11:hl! $1Ubmittl!d detaill muts thl! following s:pecifitations, pla-ase havfJ
Contrac:tor submit a c0rtification statement similar to the below ai; was submitted 0111 p 0vlo11s rep•.airs.

n,;. ttcr  to f'/ IIIM	B!ld  preoaat ,.,;mo;,:od oonc,.,10 soeclona ma,ufacwrnd bot
l"rei,ast Coocoalc Pi'O<hJCISLLC comlaiood herein, meet or e:<QeeQ Ille !QIlawing
/\merioansociety or To • •nd Matetra (ASTM) s,P,.:lfeallem IMI re In efteci a, 1/,e date lio1ed on mi, ,ubm'ltal

.ASThl C-176

ASmC-.113,c-aoo

In oo'diliDn10 meetiilg ASTM spei;Jlk-31 ."'"' fmher cart,fyIll t O<Jr i	"""°'"to
1,V9111JC1s mool 8Ildlor """'"Qd .I 1/V lton CQuncyal1d all	l!.-.ent of
Trei,, IIOO •!"'cifica""""-

By: James AMartelli. .E.	Date: April 11. 2024

18

I

il

MANHOLE REPAIR TOP SLAB I TS-1

,

24"e HOI.£ (ClR'IJ)

sr,j-,·•	•• .•, .	1: :,1.,:1.1	1 EA  ~Jolnl'il'rop,Con-Seal,CS-102,1♦'14'6".Buty
', EA	eost.dSF,Rng.110 '	•
1--8', Neust,tt!!f,CW,E;,Stmn 
'•	SB	u SR. e:<,s.f	1C	
SPECIFICATION:
SIBB.. - f4 0 6" O.C.E.W. with
Additionor ,S ears Around Opening.
4.000 PSI CONCRETE:.	I
WEIGHT • 2.289 LBS.		I	
	EMPIRE PIPE
SEA GARDEN STRUCTURE REP.AIR	
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Exhibit B

WORK AUTHORIZATION # 
	, 20	

Somerset Community Development District 3434 Colwell Avenue, Suite 200
Tampa, Florida 33614
Subject: Work Authorization Number 	 (“Work Authorization”) Somerset Community Development District

Dear Board of Supervisors:

American Site Development, LLC (“Contractor”) is pleased to submit this work authorization to provide stormwater improvement repair services for the Somerset Community Development District (“District”). We will provide these services pursuant to our current Agreement Between the Somerset Community Development District and Mills Supply for Stormwater Improvement Repair Services dated 	, 2024 (“Agreement”) as follows:

Scope of Work
The District hereby engages the services of Contractor to perform the work described in Attachment A, attached hereto. Attachment A shall not be incorporated herein, except that Attachment A is applicable to the extent that it states the Work’s scope of services for the labor and materials to be provided under this Agreement and the price. Otherwise, none of the provisions of Attachment A shall apply to this Work Authorization and the Agreement.

Fees
The District will compensate Contractor at the price listed in Attachment A in accordance with the terms of the Agreement and this Work Authorization.

This Work Authorization, together with the Agreement, represents the entire understanding between the District and Contractor with regard to the referenced Work Authorization. If you wish to accept this Work Authorization, please sign below where indicated, and return one complete copy to our office. Upon receipt, we will promptly schedule the approved services.

Sincerely,

Authorized Representative of American Site Development, LLC

APPROVED AND ACCEPTED

By: 		 Chair/Vice-Chair, Board of Supervisors Somerset Community Development District
Date: 	

Tab 10

WORK AUTHORIZATION # 24-01
May 24, 2024

Somerset Community Development District 3434 Colwell Avenue, Suite 200
Tampa, Florida 33614

Subject: Work Authorization Number 	 (“Work Authorization”) Somerset Community Development District
Dear Board of Supervisors:

American Site Development, LLC (“Contractor”) is pleased to submit this work authorization to provide stormwater improvement repair services for the Somerset Community Development District (“District”). We will provide these services pursuant to our current Agreement Between the Somerset Community Development District and Mills Supply for Stormwater Improvement Repair Services dated May 24, 2024 (“Agreement”) as follows:

Scope of Work
The District hereby engages the services of Contractor to perform the work described in Attachment A, attached hereto. Attachment A shall not be incorporated herein, except that Attachment A is applicable to the extent that it states the Work’s scope of services for the labor and materials to be provided under this Agreement and the price. Otherwise, none of the provisions of Attachment A shall apply to this Work Authorization and the Agreement.

Fees
The District will compensate Contractor at the price listed in Attachment A in accordance with the terms of the Agreement and this Work Authorization.

This Work Authorization, together with the Agreement, represents the entire understanding between the District and Contractor with regard to the referenced Work Authorization. If you wish to accept this Work Authorization, please sign below where indicated, and return one complete copy to our office. Upon receipt, we will promptly schedule the approved services.

Sincerely,

Authorized Representative of American Site Development, LLC

APPROVED AND ACCEPTED

By: 		 Chair/Vice-Chair, Board of Supervisors Somerset Community Development District

Date: 	

Attachment A

17733 Beach Park Trl Panama City Beach, FL, 32413
americansitedevelopment@gmail.com
aps-wash.com CUC1226146 850.296.2112
334.494.0815

American Site Development	Estimate

For:	Somerset Community Development District c/o Rizzetta & Company	Estimate No:	573	
	bids@alysbeach.com	Date:	05/24/2024	
	3434 Colwell Ave., Suite 200			
	Tampa, FL, 33614-8390			

Code	Description	Quantity	Rate	Amount

RR-18 Stormwater	1	$0.00	$0.00*	
Mobilization	Mobilization of equipment, tools, and supplies.	1	$975.00	$975.00*	
Freight	Delivery of top slab, ring, and cover	1	$475.00	$475.00*	
Parts	New top slab, ring, and cover for manhole.	1	$4,182.00	$4,182.00*	
Excavation	Excavation of road to expose aluminum riser, removal of ring/ cover, installation of new top slab, installation of ring/cover, and backfill.
*exclusion: removal and resetting pavers	1	$5,310.00

Parts Subtotal	$5,310.00*

$10,942.00	

*Indicates non-taxable item

Subtotal	$10,942.00
Total	$10,942.00

Total	$10,942.00

American Site Development	Client's signature

1 / 2

American Site Development - Estimate 573 - 05/24/2024

2 / 2

11490 Emerald Coast Parkway, Suite 2W Miramar Beach, Florida 32550
Phone: 850.424.5855

INNERLIGHT ENGINEERING CORPORATION

SHOP DRAWINGS REVIEW
ALYS BEACH –STRUCTURE REPAIR NEAR LOT RR-18
Storm Structures
- AMERICAN SITE DEVELOPMENT –
[SUBMITTED: 05/29/2024]

Approved with Comments (Below)	☒ Approved
Rejected	☐ Revise and Resubmit
Submit Specified Item(s)

This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the shop drawings during this review do not relieve Contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which item is a component. Contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of the Work of all trades; and for performing all work in a safe and satisfactory manner.
Comments:

By: James A Martelli, P.E.	Date: May 30, 2024

Precast Concrete Systems of Florida LLC

Date:	May 28, 2024

Project:	RR-18 MANHOLE REPAIR ALVS BEACH

Contractor:	EMPIRE PIPE

Submittals On:	PRECASTSTRUCTURES

Designed By:	Michael H. Lawrence

Date: Contractor: Project:

May 28, 2024 EMPIRE PIPE
RR-18 MANHOLE REPAIR ALVS BEACH

To whom it may concern:

This letter is to certify that any and all precast reinforced concrete sections manufactured by Precast Concrete Products LLC contained herein, meet or exceed the following
American Society of Testing and Materials (ASTM) specifcations that are in effect at the date listed on this submittal.

Reinforced Circular Concrete Manholes: Precast Square\Rectangular Boxes:

ASTM C-478

ASTM C-913, C-890

In addition to meeting ASTM specifications, we further certify that our precast concrete products meet and/or exceed all Walton County and all Florida Department
of Transportation specifications.

Sincerely,
,  ,1	,,	//1111,t
/, 1v _.,,t,.J1U...1, /f t
Michael H. Lawrence Engineering Manager
Precast Systems of Florida LLC 156 Dupont Road
Havana, Fl 32333

MANHOLE REPAIR TOP SLAB # TS-1

24"0 HOLE (CTR'D)

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SPECIFICATION:

	58"0	

DRAWN BY: MHL

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STEEL -	#4  @ 6"  O.C.E.W. (T&B) W/ 4 EA.
Additional #5 Bars Around Opening.
4,000 PSI CONCRETE.
WEIGHT = 2,289 LBS.

EMPIRE PIPE	1	c,
RR-18 MH REPAIR  ALYS BEACH	SCALE: 3;,•=t·-o•
t	....1.,_	I
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PRECAST CONCRETE SYSTEMS	=...
CONCRETE SANITARY&: DRAINAGE STRUCTURES
.	J

Tab 11

Arbor Tree Care
P.O. Box 36022
Panama City, FL 32412

Palm Tree Maintenance Agreement
This agreement is for Somerset Community Development District c/o Rizzetta & Company, Inc. 3434 Colwell Ave., Suite 200 Tampa, FL 33614

04/23/24

Arbor Tree Care, a Florida LLC, herein referred to as the Contractor, and
	, herein referred to as the Client, enter a palm maintenance contract for the property along 30A

Services rendered under this Palm Maintenance Agreement:

-Trimming 52 medjool palms twice per year and haul away any plant material removed by Contractor ($13,000.00)
-Applying 3 step PHC systemic injections (fertilizer, fungicide, and pesticide) to 52 medjool palms once a year ($10,400.00)

Timeframe for services rendered:
Palms: Pruning will be completed in April-May and August-September, systemic injections will be applied June-July

Term of contract, renewal, and termination:
Term: This contract shall be in effect for a period of ONE year beginning January 1, 2024, and expiring on December 31, 2024.
Renewal: This contract shall be automatically renewed for additional one- year terms up to 3 consecutive years, unless terminated per the terms of this contract.
Termination: This contract may be terminated by either party, by giving the other party 30 days’ prior written notice. Any prepaid amounts for services not yet rendered shall be returned to Client in the event of a Contractor breach. In the event of a Client breach, Contractor shall be entitled to payment for work satisfactorily completed in accordance with provisions provided in “Compensation”.

Indemnification:
Contractor will defend, indemnify, and hold harmless the Company and its affiliates and their officers, directors, employees, agents, successors, and assigns from and against all losses, damages, liabilities, deficiencies, actions, judgments, interest, awards, penalties, fines, costs or expenses of whatever kind (including reasonable attorneys’ fees) arising out of or resulting from a) bodily injury, death of any person or damage to real or tangible, personal property resulting from Contractor’s acts or omissions, or b) Contractor’s breach of any representation, warranty, or obligation under this Agreement. The Company may satisfy such indemnity (in whole or in part) by way of deduction from any payment due to the Contractor.

Insurance:
Arbor Tree Care agrees to maintain a minimum of $1M General Liability limit per occurrence, $2M aggregate limit, $1M Automobile Liability combined single limit (any auto), $1M Workers Compensation and Employers’ Liability, and a $1M Umbrella Liability per occurrence. A certificate of insurance shall be issued to Somerset Community Development District c/o Rizzetta and Co. as proof of insurance for Client records.

Compensation:
The Client shall pay the Contractor for services under this contract, the annual sum of $23,400.00, due and payable in consecutive, monthly installments of
$1,950.00, or as invoiced for completed work. Payments shall begin after Agreement start date as defined in Terms of Contract. Both parties must agree on a payment method prior to the start date of the agreement.

Terms and conditions:
Work will be completed in a workmanlike manner according to standard practices. Any added work beyond provided specifications will be submitted to Client as an estimate and shall be approved by Client prior to completion of additional work. Contactor shall not be held liable for damages, repair, or replacement cost incurred by Client or of other parties wiring, cables, utilities, fixtures, cracked concrete, underground pipes or irrigation, etc. unless clearly marked by Client or other parties.

Contractor:
Arbor Tree Care
P.O. Box 36022
Panama City, FL 32412 Cell: (850)596-5251
Office: (850)785-0153
Email: arborcarepc@hotmail.com

Name: Mark C. Dalton	 Title: Owner

Signature: 		 Date: 	

Client:
Organization: 		 Name: 	 Title: 	

Signature: 		 Date: 	

Client Contact Information:

Name: 	
Phone Number: 		 Email: 	

Tab 12

Frederique Beroset
MBA & MS BIOLOGY, CEO

1501North 9th Avenue, Pensacola, FL 32503 • Phone: 866-386-3737 • Fax: 850-549-3935 • DuneDoctors.com

Attention:	Robert Stenhammer Via email:	 robert@alysbeach.com
Re:		LETTER OF AGREEMENT FOR ALYS BEACH FLWAL_CALYSBEACH_P02501_06042024
Project	9581E Co Hwy 30A - Alys Beach, FL 32461 Address:
Date:	June 4, 2024

I am pleased to submit for your review and signature the following Letter of Agreement for your project.

By signing this agreement. you are confirming that you are legally authorized to enter into a contract with Dune Doctors, LLC; furthermore. you confirm your authorization to sign financial obligations and to negotiate terms of this contract.

(Space left blank intentionally)

DELIVERABLE
PHASEl	SCOPE
PRESERVATION
Designed to Improve Vitality	COST
$22,269.03	

SARGASSUM CLEANUP	Extraction and disposal of Sargassum Seaweed (34,000 sq.ft.) across the width of Alys Beach. This proposal is created for Sargassum Seaweed evaluated on June 4. 2024. The estimated project cost may increase depending on additional Sargassum deposition.	

$18,058.13	
DUMPSTERS	* Anticipating 4 dumpsters. subject to increase contingent on the total debris to be removed from the project site.	*$3,778.32	
SUBJECT MATTER EXPERT	Consulting and planning services.
**Some projects may require additional costs.	**$432.58	

Total Project Cost: $22,269.03

Continued on the next page.

	
TERMS	
Down Payment: Due Upon Signature	$6,680.03	
Due upon Completion:	$15,589.00	
	
Return this signed Letter of Agreement to:
Frederique@DuneDoctors.com	Required to schedule project	
Make Checks Payable to:
Dune Doctors LLC 1501 North 9th Avenue
Pensacola, Florida 32503	
Required to commence project	
Total Cost of Your Project: $22,269.03
Please sign and return this document as soon as possible; as no project activity, including reservation of plants, may progress without a signed Letter of Agreement and the required down payment.
Dune Doctors. LLC is honored to be entrusted to complete your coastal erosion control project. Should you have questions or needs please feel free to contact us at (850) 939-7737: we will be more than happy to discuss your project. At Dune Doctors, we look forward to exceeding your expectations and adding you to our growing list of satisfied customers.
Dune Doctors, LLC

Frederique Beroset
Owner, MBA & MS Biology	DATE: June 4, 2024

SIGNATURE: 	
Authorized Property Agent/Owner

DATE: 	_

PRINT NAME HERE: 	_

CONDITIONS

This proposal is created for Sargassum Seaweed evaluated on June 4, 2024. The estimated project cost may increase depending on additional Sargassum deposition.
	Dune Doctors. LLC does NOT warranty damage or destruction of work due to Act of God or negligence outside of our control (examples include watering, foot traffic, storm damage and maintenance not performed by Dune Doctors. LLC, etc.)
All proposals are valid for 90 days.

Dune Doctors' work does not guarantee the elimination of all storm-related damage, but endeavors to be a natural insurance policy to mitigate storm-impact to your property and potential special assessment costs.

Ron DeSantis
Mission:	Governor
To protect, promote & improve the health
of all people in Florida through integrated	Joseph A. Ladapo, MD, PhD
state, county & community efforts.	State Surgeon General

Vision: To be the Healthiest State in the Nation

SARGASSUM

Sargassum is a type of brown seaweed that is washing up on beaches in Florida. As it rots, it gives off a	
substance called hydrogen sulfide. Hydrogen sulfide has a very unpleasant odor, like rotten eggs.	
Although the seaweed itself cannot harm your health, tiny sea creatures that live in Sargassum can cause	
skin rashes and blisters.	
Learn more about Sargassum—what it is, how it can harm your health, and how to protect yourself and	
your family from possible health effects.	

What is Sargassum
Sargassum is a brown seaweed that floats in the ocean and is washing up on Florida beaches in large amounts.

It provides an important habitat for migratory organisms that have adapted specifically to this floating algae including crab, shrimp, sea turtles, and commercially important fish species such as tuna and marlin.
Why is Sargassum a concern?
The tiny sea creatures that live in Sargassum
can irritate skin with direct contact.
Decomposing Sargassum causes an unpleasant smell.

People who live and work near the beach are concerned that Sargassum washing up along the beaches may harm their health.
Why does Sargassum smell so bad? When	washed	ashore,	Sargassum	will decompose (rot). Rotting Sargassum causes the production of hydrogen sulfide gas which smells like rotten eggs.

How can hydrogen sulfide affect my health?
Hydrogen sulfide can irritate the eyes, nose, and throat. If you have asthma or other breathing illnesses, you will be more sensitive to hydrogen sulfide. You may have trouble breathing after you inhale it.

Does Sargassum cause skin rashes and blisters?
Sargassum does not sting or cause rashes. However, tiny organisms that live in Sargassum (like larvae of jellyfish) may irritate skin if they come in contact with it.

Will hydrogen sulfide from rotting Sargassum cause cancer or other long- term health effects?
Hydrogen sulfide is not known to cause cancer in humans. If you are exposed to hydrogen sulfide for a long time in an enclosed space with little air flow (like some work exposures), it can affect your health. However, hydrogen sulfide levels in an area like the beach, where large amounts of air flow can dilute levels, is not expected to harm health.

Can I use Sargassum in cooking?
You should not use Sargassum in cooking because it may contain large amounts of heavy metals like arsenic and cadmium.
How can I protect myself and my family from exposure to Sargassum?
Always supervise children at the beach.
Avoid touching or swimming near seaweed to avoid stinging by organisms that live in it.
Use gloves if you must handle seaweed.
Stay away from the beach if you experience irritation or breathing problems from hydrogen sulfide—at least until symptoms go away.
Close windows and doors if you live near the beach.
Avoid or limit your time on the beach if you have asthma or other respiratory problems.

Learn more about Sargassum
Sargassum provides an important habitat for migratory organisms including crabs, shrimp, sea turtles, and commercially caught fish, such as tuna and marlin.
Sargassum is common in the Sargasso Sea. The Sargasso Sea is a region of the North Atlantic Ocean. It is surrounded by four currents, but no land.
Currently, Florida has no regulatory guidelines for exposure to hydrogen sulfide at the beach.
Odors from most substances in outdoor air are not at levels that can harm your health. In enclosed spaces, gases may accumulate and can cause harm.
If workers are collecting and transporting Sargassum, they should wear protective clothing, such as gloves, boots, and gas filter half masks.
For more information about beach safety, see Keep it safe and healthy at the beach, lake, river, or spring.

For more information about hydrogen sulfide, see Hydrogen Sulfide: Frequently Asked Questions.

References:
Agency for Toxic Substances and Disease Registry (ATSDR) (2016). Hydrogen sulfide ToxFAQsTM. https://www.atsdr.cdc.gov/toxfaqs/tfacts114.pdf
Doyle, E. & Franks, J. (2015).
Sargassum Fact Sheet. Gulf and Caribbean Fisheries Institute. https://www.gcfi.org/sargassum-influx/ (Available in English, Spanish and French)
Franks, J. S., Johnson, D. R., Ko, D., Sanchez-
Rubio, G., Hendon, J. R. & Lay, M. (2011). Unprecedented Influx of Pelagic Sargassum along Caribbean Island Coastlines during Summer 2011. Proceedings of the 64th Gulf and Caribbean Fisheries Institute, Oct 31 - Nov 5, 2011. Puerto Morelos, Mexico.
Franks, J. S., Johnson, D. R. and Ko, D. S. (2016). Pelagic Sargassum in the tropical north Atlantic. Gulf and Caribbean Research, Vol 27, SC6-11. https://aquila.usm.edu/gcr/vol27/iss1/8/

This publication was made possible by Grant Number 6 NU61TS000287-03-1 from the Agency for	
Toxic Substances and Disease Registry. Its contents are solely the responsibility of the authors and	
do not necessarily represent the official views of the Agency for Toxic Substances and Disease	
Registry, or the Department of Health and Human Services.	
If you have questions or comments about this factsheet, we encourage you to contact us.	
Please write to:	Division of Disease Control and Health Protection	
Bureau of Environmental Health, Public Health Toxicology	
Florida Department Health	
4052 Bald Cypress Way, Bin # A-08	
Tallahassee, FL 32399	
phtoxicology@flhealth.gov	
Or call us at:	Toll free at 877-798-2772	

Tab 13

EWS
Elevate Waste Solutions LLC
“Your Partners in the Waste Industry”

Alys Beach’s initial needs and requests:
Purchase or lease two large compactors
Reduce staff’s time involved with trash management to be able to focus more on other core daily tasks.
-Figure out a way to eliminate or reduce the need for the Waste Management trash truck to service the neighborhoods and commercial areas.

Compactor Info:
The two compactors could be leased for about $2k/month, which includes maintenance and repairs, or they could be purchased and installed for about $100k, but they would require yearly maintenance (est. $2k) and all future repairs are the responsibility of Alys Beach.

Cons to large compactor service:
-Upfront costs and reoccurring costs
-During the busy season, it could take several hours for each compactor to be taken to the landfill and returned. If one compactor is down for repairs or maintenance, then no trash service would be available during those hours.
-Large compactor trash service is very expensive, and recent rates have increased on average by 20% per year.
-Staff would need to oversee this service and manage service/maintenance issues.

Solutions Adams and Elevate discussed with Alys Beach staff:
-Current vendor Adams Sanitation and their recommended compactor vendor Elevate Waste Solutions could take over the management of the residential and commercial service.
-Adams and Elevate would be responsible for purchasing and providing all compactors and other equipment necessary to provide this service and will coordinate with the county and Waste Management the new service details and billing procedures.
-Adams and Elevate will need to determine if they can offer this service at no additional cost and will eliminate current overage fees being charged to the commercial tenants, Alys Beach, and residents.

What is needed from Alys Beach:
-New commercial tenants will be required in their lease to set up an auto-pay account with Elevate to pay for their share of the commercial trash service.
-A rate chart will be included in the lease of all new tenants and monthly rates will be determined based on the average rates paid by the current commercial tenants.
-Rates are determined by each tenant’s usable square footage (i.e. outside seating for restaurants and cafés) and then by category (i.e. retail, café, full-service restaurant)
-A five-year service agreement will need to be signed before equipment can be purchased.

Tab 14

Somerset Community Development District
www.somersetcdd.org

Proposed Budget for Fiscal Year 2024-2025 Presented by: Rizzetta & Company, Inc.

120 Richard Jackson Boulevard, Ste #220 Panama City Beach, FL 32407
Phone: 850-334-9055

rizzetta.com

Table of Contents

Page
General Fund Budget for Fiscal Year 2024/2025	1
Reserve Fund Budget for Fiscal Year 2024/2025	4
Debt Service Fund Budget for Fiscal Year 2024/2025	5
Assessments Charts for Fiscal Year 2024/2025	6
General Fund Budget Account Category Descriptions	8
Reserve Fund Budget Account Category Descriptions	11
Debt Service Fund Budget Account Category Descriptions	12

	
Chart of Accounts Classification	Actual YTD through 04/30/24	Projected Annual Totals 2023/2024	Annual Budget for 2023/2024	Projected Budget variance for 2023/2024	
Budget for 2024/2025	Budget Increase (Decrease) vs 2023/2024	
Comments	
1									
2	REVENUES								
3									
4	Special Assessments								
5	Tax Roll	$  574,683	$	594,758	$	594,758	$	-	$  637,492	$	42,734	Tax/Off Roll determined upon final roll certification.	
6	Off Roll	$  160,400	$	280,494	$	280,494	$	-	$  237,760	$	(42,734)	Tax/Off Roll determined upon final roll certification.	
7									
8	TOTAL REVENUES	$  735,083	$	875,252	$	875,252	$	-	$  875,252	$	0		
9									
10	Balance Forward from Prior Year	$	-	$	-	$	-	$	-	$	-	$	-		
11									
12	TOTAL REVENUES AND BALANCE FORWARD	$  735,083	$	875,252	$	875,252	$	-	$  875,252	$	0		
13									
14	*Allocation of assessments between the Tax Roll and Off Roll are estimates only and subject to change prior to certification.		
15									
16	EXPENDITURES - ADMINISTRATIVE								
17									
18	Legislative								
19	Supervisor Fees	$	3,400	$	4,400	$	5,500	$	1,100	$	6,000	$	500	Assumes 6 meetings in FY24/25	
20	Legislative Subtotal	$	3,400	$	4,400	$	5,500	$	1,100	$	6,000	$	500		
21									
22	Financial & Administrative								
23	Accounting Services	$	12,384	$	21,230	$	21,230	$	0	$	21,230	$	-	No changes in FY25.	
24	Administrative Services	$	3,671	$	6,293	$	6,292	$	(1)	$	6,292	$	-	No changes in FY25.	
25	Arbitrage Rebate Calculation	$	-	$	500	$	500	$	-	$	500	$	-	In line with agreement for FY 23, 24, and 25	
26	Assessment Roll	$	6,050	$	6,050	$	6,050	$	-	$	6,050	$	-	No changes in FY25.	
27	Auditing Services	$	-	$	3,800	$	4,500	$	700	$	3,800	$	(700)	In line with engagement with Grau & Associates for FY23-27	
28	Disclosure Report	$	1,500	$	1,500	$	1,500	$	-	$	1,500	$	-	In line with agreement.	
29	District Engineer	$	-	$	19,500	$	19,500	$	-	$	19,500	$	-	Placeholder, monitor through final.	
30	District Management	$	17,665	$	30,283	$	30,283	$	-	$	30,282	$	(1)	No changes in FY25.	
31	Dues, Licenses & Fees	$	175	$	175	$	175	$	-	$	175	$	-	Payable annually to the State, remains consistent.	
32	Financial & Revenue Collections	$	3,529	$	6,050	$	6,050	$	0	$	6,050	$	-	No changes in FY25.	
33	Legal Advertising	$	1,488	$	2,551	$	2,000	$	(551)	$	3,000	$	1,000	In line with projections, monitor through final.	
34	Miscellaneous Fees	$	45	$	77	$	250	$	173	$	250	$	-	Maintained at the same rate.	
35	Public Officials Liability Insurance	$	3,458	$	3,458	$	3,730	$	272	$	3,804	$	74	In line with Egis projections for FY25, minotor through final.	
36	Trustees Fees	$	2,357	$	2,357	$	3,950	$	1,593	$	3,950	$	-	Maintained at the same rate.	
37	ADA Website Hosting, Maintenance,
Remediation and Compliance	
$	4,375	
$	7,500	
$	7,500	
$	-	
$	7,500	
$	-	
In line with agreements.	
38	Total Financial & Administrative	$	56,697	$	111,324	$	113,510	$	2,186	$  113,883	$	373		
39									
40	Legal Counsel								
41	District Counsel	$	19,913	$	34,137	$	15,000	$	(19,137)	$	42,000	$	27,000	In line with projections, monitor through final.	
42	Total Legal Counsel	$	19,913	$	34,137	$	15,000	$	(19,137)	$	42,000	$	27,000		

	
Chart of Accounts Classification	Actual YTD through 04/30/24	Projected Annual Totals 2023/2024	Annual Budget for 2023/2024	Projected Budget variance for 2023/2024	
Budget for 2024/2025	Budget Increase (Decrease) vs 2023/2024	
Comments	
43									
44	Administrative Subtotal	$	80,010	$	149,860	$	134,010	$	(15,850)	$  161,883	$	27,873		
45									
46	EXPENDITURES - FIELD OPERATIONS								
47									
48	Electric Utility Services								
49	Utility - Irrigation	
$	14,206	
$	34,618	
$	36,500	
$	1,882	
$	36,500	
$	-	No changes, in line with FY23 actuals, monitor through final. Demand increases during heavier watering periods.	
50	Utility - Street Lights	
$	1,612	
$	2,763	
$	6,450	
$	3,687	
$	3,900	
$	(2,550)	Slight decrease based on prior year actuals, allowance for assuming new meters as additonal development is completed.	
51	Total Electric Utility Services	$	15,818	$	37,381	$	42,950	$	5,569	$	40,400	$	(2,550)		
52									
53	Stormwater Control								
54	Lake/Pond Bank Maintenance & Repair	$	-	$	-	$	5,000	$	5,000	$	5,000	$	-	Maintained at the same rate.	
55	Pond Liner Repair	$	-	$	500	$	500	$	-	$	500	$	-	Maintained at the same rate.	
56	Stormwater System Maintenance	
$	357	
$	612	
$	675	
$	63	
$	750	
$	75	Per agreement for monitoring of Lake Marilyn. Allowance for as-
needed aquatic treatments.	
57	Total Stormwater Control	$	357	$	1,112	$	6,175	$	5,063	$	6,250	$	75		
58									
59	Other Physical Environment								
60	Beach and Dune Feasability Study	$	-	$	-	$	15,000	$	15,000	$	-	$	(15,000)	Not budgeted for FY25.	
61	Dune Maintenance	
$	70,378	
$	106,745	
$	107,500	
$	755	
$  122,757	
$	15,257	Slight allowance for potential increase for FY25 maintenance. Monitor
through final.	
62	Facility Management	$	39,728	$	68,105	$	59,592	$	(8,513)	$	59,592	$	-	In line with agreement. FY23 services paid in FY24	
63	General Liability Insurance & Property Insurance	$	25,957	$	25,957	$	28,700	$	2,743	$	29,209	$	509	In line with Egis projections for FY25, minotor through final.	
64	Irrigation System - Feeder Pump Maintenance	$	-	$	-	$	2,000	$	2,000	$	-	$	(2,000)	Repair & Maintenance consolidated in Supply Pump Maintenance.	
65	Irrigation Maintenance & Repair	$	967	$	10,500	$	10,500	$	-	$	12,100	$	1,600	In line with prior year actuals.	
66	Irrigation System - Supply Pump Maintenance	$	6,996	$	11,993	$	14,000	$	2,007	$	12,000	$	(2,000)	In line with projections.	
67	Irrigation System - Feeder Pump Chemicals	
$	17,273	
$	55,000	
$	1,750	
$	(53,250)	
$	60,000	
$	58,250	Monitor actuals through final. Based on projected annual totals with
contingency to capture new equipment and heavy irrigation months.	
68	Landscape Maintenance	
$	54,050	
$	107,700	
$	110,500	
$	2,800	
$  110,500	
$	-	In line with current agreement with slight accomodation for changes at renewal.	
69	Landscape Replacement - Plants, Shrubs, Palms, Sod	
$	1,845	
$	3,163	
$	45,000	
$	41,837	
$	16,300	
$	(28,700)	In line with prior fiscal year actuals. Amount budgeted to cover replacement of 30A landscaping.	
70	
Landscape Tree Services	
$	11,581	
$	28,581	
$	28,500	
$	(81)	
$	34,000	
$	5,500	Budgeting for up to two trimmings (October & April) and up to two
systemic injections.	
71	NPDES Inspections	$	17,575	$	30,129	$	30,000	$	(129)	$	30,000	$	-	Maintained at the same rate.	
72	Pedestrian Path Lighting Maintenance	$	53,534	$	20,000	$	70,000	$	50,000	$	35,000	$	(35,000)	Reduced per completed projects in FY24	
73	Well Maintenance	$	2,346	$	4,022	$	66,575	$	62,553	$	20,000	$	(46,575)	Reduced per completed projects in FY24	
74	Total Other Physical Environment	$  302,230	$	471,894	$	589,617	$	117,723	$  541,458	$	(48,159)		
75									
76	Road & Street Facilities								
77	Crosswalk Maintenance	$	-	$	7,500	$	7,500	$	-	$	7,500	$	-	Maintained at the same rate.	

	
Chart of Accounts Classification	Actual YTD through 04/30/24	Projected Annual Totals 2023/2024	Annual Budget for 2023/2024	Projected Budget variance for 2023/2024	
Budget for 2024/2025	Budget Increase (Decrease) vs 2023/2024	
Comments	
78	Slip Lane Maintenance	$	-	$	-	$	20,000	$	20,000	$	40,000	$	20,000	Increased to capture annual repairs.	
79	Stormwater System Maintenance	$	9,192	$	15,758	$	25,000	$	-	$	32,500	$	7,500	Slight increase to account for manhole repairs.	
80	Street Light/Decorative Light Maintenance	$	56,549	$	96,941	$	40,000	$	(56,941)	$	15,000	$	(25,000)	Budgeting for refinishing, pest control, fixtures, and bulb replacements.	
81	Total Road & Street Facilities	$	65,741	$	120,199	$	92,500	$	(36,941)	$	95,000	$	2,500		
82									
83	Refuse Collection								
84	Trash Compactor Lease Expense	$	-	$	-	$	-	$	-	$	24,000	$	24,000	Placeholder amount for annual leasing expense.	
85	Total Refuse Collection	$	-	$	-	$	-	$	-	$	24,000	$	24,000		
86									
87	Contingency								
88	Miscellaneous Contingency	$	-	$	10,000	$	10,000	$	-	$	6,261	$	(3,739)	Amount budgeted for unforseen expenditures.	
89	Total Contingency	$	-	$	10,000	$	10,000	$	-	$	6,261	$	(3,739)		
90									
91	Field Operations Subtotal	$  384,146	$	640,587	$	741,242	$	91,413	$  713,369	$	(27,873)		
92									
94	TOTAL EXPENDITURES	$  464,156	$	790,447	$	875,252	$	75,563	$  875,252	$	-		
95									
96	EXCESS OF REVENUES OVER EXPENDITURES	$  270,927	$	84,805	$	-	$	75,563	$	-	$	0		
97									

Chart of Accounts Classification	Actual YTD through 04/30/24	Projected Annual Totals 2023/2024	Annual Budget for 2023/2024	Projected Budget variance for 2023/2024	
Budget for 2024/2025	Budget Increase (Decrease) vs 2023/2024	
Comments	
								
REVENUES								
								
Special Assessments								
Tax Roll	$ 489,260	$	489,260	$	489,260	$	-	$ 524,414	$	35,154	Tax/Off Roll determined upon final roll certification.	
Off Roll	$ 230,740	$	230,740	$	230,740	$	-	$ 195,586	$	(35,154)	Tax/Off Roll determined upon final roll certification.	
								
TOTAL REVENUES	$ 720,000	$	720,000	$	720,000	$	-	$ 720,000	$	-		
								
TOTAL REVENUES AND BALANCE FORWARD	$ 720,000	$	720,000	$	720,000	$	-	$ 720,000	$	-		

EXPENDITURES								
								
Contingency								
Capital Reserves	
$ 149,410	
$	324,000	
$	650,000	
$  326,000	
$ 650,000	
$	-	Recommended contribution per 2022 Updated Reserve Study.
Monitor through final as updated Reserve Study is expected.	
	$	-	$	-	$	70,000	$	70,000	$	70,000	$	-	Funding of project expense.	
30A Traffic Management								
TOTAL EXPENDITURES	$ 149,410	$	324,000	$	720,000	$  396,000	$ 720,000	$	-		
								
EXCESS OF REVENUES OVER EXPENDITURES	$ 570,590	$	396,000	$	-	$  396,000	$	-	$	-		

5

Somerset Community Development District Debt Service
Fiscal Year 2024/2025	

Chart of Accounts Classification	Series 2022 (Refunding)	
Budget for 2024/2025	
			
REVENUES			
Special Assessments			
Net Special Assessments (1)	$963,484.99	$963,484.99	
			
TOTAL REVENUES	$963,484.99	$963,484.99	

EXPENDITURES			
Administrative			
Debt Service Obligation	$963,484.99	$963,484.99	
Administrative Subtotal	$963,484.99	$963,484.99	
			
TOTAL EXPENDITURES	$963,484.99	$963,484.99	
			
EXCESS OF REVENUES OVER EXPENDITURES	$0.00	$0.00	

Walton County Collecction Costs (2%) and Early Payment Discounts (4%):	6.0%

GROSS ASSESSMENTS		$1,024,984.04	

Notes:
1. Tax Roll Collection Costs and Early Payment Discounts are 6.0% of Tax Roll. Budgeted net of tax roll assessments. See Assessment Table.

(1) Maximum Annual Debt Service less Prepaid Assessments received.

					

			

					

6

SOMERSET COMMUNITY DEVELOPMENT DISTRICT

FISCAL YEAR 2024/2025 O&M & DEBT SERVICE ASSESSMENT SCHEDULE	

2024/2025 O&M Budget:		
$1,595,252.00	2023/2024 O&M Budget:	$1,595,252.00	
Collection Costs:	2%	$33,941.53	2024/2025 O&M Budget:	$1,595,252.00	
Early Payment Discounts:	4%	$67,883.06	
2024/2025 Total:		$1,697,076.60	Total Difference:	$0.00	

Lot Size	

Assessment Breakdown	
	
Per Unit Annual Assessment Comparison	Proposed Increase / Decrease 2023/2024	2024/2025		$	%	

Single Family (1)	Series 2022 Debt Service Operations/Maintenance	$1,252.44	$1,252.44	$0.00	0.00%
$2,030.60	$2,030.60	$0.00	0.00%	
	Total	$3,283.04	$3,283.04	$0.00	0.00%	

Commercial	Series 2022 Debt Service Operations/Maintenance	$939.33	$939.33	$0.00	0.00%
$1,522.95	$1,522.95	$0.00	0.00%	
	Total	$2,462.28	$2,462.28	$0.00	0.00%	

7

SOMERSET COMMUNITY DEVELOPMENT DISTRICT

FISCAL YEAR 2024/2025 O&M & DEBT SERVICE ASSESSMENT SCHEDULE	
TOTAL O&M BUDGET	$1,595,252.00
COLLECTION COSTS @	2.0%	$33,941.53
EARLY PAYMENT DISCOUNT @	4.0%	$67,883.06

TOTAL O&M ASSESSMENT	$1,697,076.60	
	UNITS ASSESSED		ALLOCATION OF O&M ASSESSMENT		PER LOT ANNUAL ASSESSMENT		
	
SERIES 2022 (REFUNDING)
LOT SIZE	O&M	DEBT SERVICE (1)		
TOTAL	% TOTAL		TOTAL EAU FACTOR	EAU's		EAU's	O&M BUDGET		
SERIES 2022 (REFUNDING)
O&M (2)	DEBT SERVICE (2)(3)	TOTAL (4)		
	SINGLE & MULTI FAMILY	593	593
COMMERCIAL (5)	20.96	20.96
Total Platted	613.96	613.96

Unplatted
SINGLE & MULTI FAMILY	194	194
COMMERCIAL (5)	44.04	44.04
Total Unplatted	238.04	238.04
Total Community	852	852		
1.00	593.00	70.95%	$1,204,147.68
0.75	15.72	1.88%	$31,922.00

608.72	72.84%	$1,236,069.67

1.00	194.00	23.21%	$393,937.01
0.75	33.03	3.95%	$67,069.91

227.03	27.16%	$461,006.92

835.75	100.00%	$1,697,076.60		
$2,030.60	$1,252.44
$1,522.95	$939.33

$2,030.60	$1,252.44
$1,522.95	$939.33	
$3,283.04
$2,462.28

$3,283.04
$2,462.28		

LESS: Walton County Collection Costs (2%) and Early Payment Discounts (4%):	($101,824.60)

Net Revenue to be Collected:	$1,595,252.00	

(1) Reflects the number of total lots with Series 2022 debt outstanding.

(2) Assessments are allocated on an equal assessment per acre basis until lots are platted.

(3) Annual debt service assessment per lot adopted in connection with the Series 2022 bond issue. Annual assessment includes principal, interest, Walton County collection costs and early payment discounts.

(4) Annual assessment that will appear on November 2024 Walton County property tax bill. Amount shown includes all applicable collection costs and early payment discounts (up to 4% if paid early).

(5) Commercial squares units respresents 1K per sf.	

8

GENERAL FUND BUDGET ACCOUNT CATEGORY DESCRIPTION
The General Fund Budget Account Category Descriptions are subject to change at any time depending on its application to the District. Please note, not all General Fund Budget Account Category Descriptions are applicable to the District indicated above. Uses of the descriptions contained herein are intended for general reference.

REVENUES:

Tax Roll: The District levies Non-Ad Valorem Special Assessments on all of the assessable property within the District to pay for operating expenditures incurred during the Fiscal Year. The assessments may be collected in two ways. The first is by placing them on the County’s Tax Roll, to be collected with the County’s Annual Property Tax Billing. This method is only available to land properly platted within the time limits prescribed by the County.

EXPENDITURES – ADMINISTRATIVE:

Supervisor Fees: The District may compensate its supervisors within the appropriate statutory limits of
$200.00 maximum per meeting within an annual cap of $4,800.00 per supervisor.

Administrative Services: The District will incur expenditures for the day to today operation of District matters. These services include support for the District Management function, recording and preparation of meeting minutes, records retention and maintenance in accordance with Chapter 119, Florida Statutes, and the District’s adopted Rules of Procedure, preparation and delivery of agenda, overnight deliveries, facsimiles, and phone calls.

District Management: The District as required by statute, will contract with a firm to provide for the management and administration of the District’s day-to-day needs. These services include the conducting of board meetings, workshops, the overall administration of District functions, all required state, and local filings, preparation of the annual budget, purchasing, risk management, preparing various resolutions, and all other secretarial duties requested by the District throughout the year is also reflected in this amount.
District Engineer: The District’s engineer provides general engineering services to the District. Among these services are attendance at and preparation for monthly board meetings, review of construction invoices and all other engineering services requested by the district throughout the year.

9

Disclosure Report: The District is required to file quarterly and annual disclosure reports, as required in the District’s Trust Indenture, with the specified repositories. This is contracted out to a third party in compliance with the Trust Indenture.
Trustee’s Fees: The District will incur annual trustee’s fees upon the issuance of bonds for the oversight of the various accounts relating to the bond issues.
Assessment Roll: The District will contract with a firm to prepare, maintain and certify the assessment roll(s) and annually levy a non-ad Valorem assessment for operating and debt service expenses.

Financial & Revenue Collections: Services of the Collection Agent include all functions necessary for the timely billing and collection and reporting of District assessments in order to ensure adequate funds to meet the District’s debt service and operations and maintenance obligations. The Collection Agent also maintains and updates the District’s lien book(s) annually and provides for the release of liens on the property after the full collection of bond debt levied on particular properties.
Accounting Services: Services include the preparation and delivery of the District’s financial statements in accordance with Governmental Accounting Standards, accounts payable and accounts receivable functions, asset tracking, investment tracking, capital program administration and requisition processing, filing of annual reports required by the State of Florida and monitoring of trust account activity.
Auditing Services: The District is required annually to conduct an audit of its financial records by an Independent Certified Public Accounting firm, once it reaches certain revenue and expenditure levels, or has issued bonds and incurred debt.

Arbitrage Rebate Calculation: The District is required to calculate the interest earned from bond proceeds each year pursuant to the Internal Revenue Code of 1986. The Rebate Analyst is required to verify that the District has not received earnings higher than the yield of the bonds.
Public Officials Liability Insurance: The District will incur expenditures for public officials’ liability insurance for the Board and Staff.

Legal Advertising: The District will incur expenditures related to legal advertising. The items for which the District will advertise include, but are not limited to meeting schedules, special meeting notices, and public hearings, bidding etc. for the District based on statutory guidelines
Bank Fees: The District will incur bank service charges during the year.

Dues, Licenses & Fees: The District is required to pay an annual fee to the Department of Economic Opportunity, along with other items which may require licenses or permits, etc.
Miscellaneous Fees: The District could incur miscellaneous throughout the year, which may not fit into any standard categories.
Website Hosting, Maintenance and Email: The District may incur fees as they relate to the development and ongoing maintenance of its own website along with possible email services if requested.

10

District Counsel: The District’s legal counsel provides general legal services to the District. Among these services are attendance at and preparation for monthly board meetings, review of operating and maintenance contracts and all other legal services requested by the district throughout the year.

EXPENDITURES - FIELD OPERATIONS:

Electric Utility Services: The District will incur electric utility expenditures for general purposes such as irrigation timers, lift station pumps, fountains, etc.
Street Lights: The District may have expenditures relating to street lights throughout the community. These may be restricted to main arterial roads or in some cases to all street lights within the District’s boundaries.

Aquatic Maintenance: Expenses related to the care and maintenance of the lakes and ponds for the control of nuisance plant and algae species.
Lake/Pond Bank Maintenance: The District may incur expenditures to maintain lake banks, etc. for the ponds and lakes within the District’s boundaries, along with planting of beneficial aquatic plants, stocking of fish, mowing and landscaping of the banks as the District determines necessary.
General Liability Insurance: The District will incur fees to insure items owned by the District for its general liability needs

Property Insurance: The District will incur fees to insure items owned by the District for its property needs
Landscape Maintenance: The District will incur expenditures to maintain the rights-of-way, median strips, recreational facilities including pond banks, entryways, and similar planting areas within the District. These services include but are not limited to monthly landscape maintenance, fertilizer, pesticides, annuals, mulch, and irrigation repairs.

Irrigation Maintenance: The District will incur expenditures related to the maintenance of the irrigation systems.
Irrigation Repairs: The District will incur expenditures related to repairs of the irrigation systems.

Landscape Replacement: Expenditures related to replacement of turf, trees, shrubs etc.

Miscellaneous Fees: The District may incur miscellaneous expenses that do not readily fit into defined categories in field operations.
Facilities Management Contract: The District may contract with a firm to provide for the oversight of its recreation facilities.

11

Miscellaneous Fees: Monies collected and allocated for fees that the District could incur throughout the year, which may not fit into any standard categories.
Miscellaneous Contingency: Monies collected and allocated for expenses that the District could incur throughout the year, which may not fit into any standard categories.
Capital Outlay: Monies collected and allocated for various projects as they relate to public improvements.

RESERVE FUND BUDGET ACCOUNT CATEGORY DESCRIPTION
The Reserve Fund Budget Account Category Descriptions are subject to change at any time depending on its application to the District. Please note, not all Reserve Fund Budget Account Category Descriptions are applicable to the District indicated above. Uses of the descriptions contained herein are intended for general reference.

REVENUES:

Tax Roll: The District levies Non-Ad Valorem Special Assessments on all of the assessable property within the District to pay for operating expenditures incurred during the Fiscal Year. The assessments may be collected in two ways. The first is by placing them on the County’s Tax Roll, to be collected with the County’s Annual Property Tax Billing. This method is only available to land properly platted within the time limits prescribed by the County.

Off Roll: For lands not on the tax roll and that is by way of a direct bill from the District to the appropriate property owner.
Developer Contributions: The District may enter into a funding agreement and receive certain prescribed dollars from the Developer to off-set expenditures of the District.
Miscellaneous Revenues: The District may receive monies for the sale or provision of electronic access cards, entry decals etc.

EXPENDITURES:

Capital Reserve: Monies collected and allocated for the future repair and replacement of various capital improvements such as club facilities, swimming pools, athletic courts, roads, etc.

Capital Outlay: Monies collected and allocated for various projects as they relate to public improvements.

12

DEBT SERVICE FUND BUDGET ACCOUNT CATEGORY DESCRIPTION
The Debt Service Fund Budget Account Category Descriptions are subject to change at any time depending on its application to the District. Please note, not all Debt Service Fund Budget Account Category Descriptions are applicable to the District indicated above. Uses of the descriptions contained herein are intended for general reference.

REVENUES:

Special Assessments: The District may levy special assessments to repay the debt incurred by the sale of bonds to raise working capital for certain public improvements. The assessments may be collected in the same fashion as described in the Operations and Maintenance Assessments.

EXPENDITURES – ADMINISTRATIVE:

Bank Fees: The District may incur bank service charges during the year.

Debt Service Obligation: This would a combination of the principal and interest payment to satisfy the annual repayment of the bond issue debt.

Tab 15

RESOLUTION 2024-02
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE SOMERSET COMMUNITY DEVELOPMENT DISTRICT APPROVING PROPOSED BUDGET(S) FOR FY 2025; SETTING A PUBLIC HEARING THEREON AND DIRECTING PUBLICATION; ADDRESSING TRANSMITTAL AND POSTING REQUIREMENTS; ADDRESSING SEVERABILITY AND EFFECTIVE DATE.

WHEREAS, for the fiscal year beginning October 1, 2024, and ending September 30, 2025 (“FY 2025”), the District Manager prepared and submitted to the Board of Supervisors (“Board”) of the Somerset Community Development District (“District”) prior to June 15, 2024, the proposed budget(s) attached hereto as Exhibit A (“Proposed Budget”); and

WHEREAS, the Board now desires to set the required public hearing on the Proposed Budget.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE SOMERSET COMMUNITY DEVELOPMENT DISTRICT:
PROPOSED BUDGET APPROVED. The Proposed Budget attached hereto as Exhibit A is hereby approved preliminarily.

SETTING A PUBLIC HEARING; DIRECTING PUBLICATION. A public hearing on said approved Proposed Budget is hereby declared and set for the following date, time, and location, and District staff is directed to provide notice of the same in accordance with Florida law: DATE:		, 2024
TIME:		 LOCATION:		

TRANSMITTAL TO LOCAL GENERAL PURPOSE GOVERNMENT; POSTING OF PROPOSED
BUDGET. The District Manager is hereby directed to (i) submit a copy of the Proposed Budget to the applicable local general-purpose government(s) at least 60 days prior to its adoption, and (ii) post the approved Proposed Budget on the District’s website in accordance with Section 189.016, Florida Statutes.

SEVERABILITY; EFFECTIVE DATE. 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. This Resolution shall take effect immediately upon adoption.

PASSED AND ADOPTED THIS 6th DAY OF JUNE, 2024.
ATTEST:	SOMERSET COMMUNITY DEVELOPMENT DISTRICT

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

Exhibit A:	Proposed Budget

Tab 16

SOMERSET CDD
PAVEMENT MANAGEMENT M NUAl

SOMERSET CDD
PAVEMENT MANAGEMENT MANUAL

PREPARED FOR:
SOMERSET COMMUNITY DEVELOPMENT DISTRICT 120 RICHARD JACKSON BOULEVARD, SUITE 220 PANAMA CITY BEACH, FLORIDA 32407

PREPARED BY:
INNERLIGHT ENGINEERING CORPORATION 11490 EMERALD COAST PARKWAY, SUITE 2W MIRAMAR BEACH, FLORIDA 32550

DATE: MAY 30, 2024

TABLE OF CONTENTS:
1.0 INTRODUCTION	1
How To Use This Manual	1
Purpose	1
Disclaimers / Assumptions	2
2.0 GLOSSARY – ENGINEERING / COMPONENT TERMS & DEFINITIONS	4
Pavement Structure & Base Components	4
Paver Roadway Distresses	5
OPERATIONS SAFETY	7
FIELD ASSESSMENTS	7
Performing Assessments	7
Assessment Schedule	8
Assessment Procedure	8
MAINTENANCE	9
Maintenance Types	9
Targeted Maintenance	9
Comprehensive Maintenance	9
Emergency Maintenance	11
Comprehensive Maintenance Condition Scores	11
Calculations	11
Comprehensive Maintenance Priority Scores	12
Calculations	12
Comprehensive Maintenance Priority Rank	13
Preservation Procedures	13
Mitigation Techniques	13
RECOMMENEDED TREATMENT PRACTICES	15
Treatment Selection	15
Treatment Traffic Control:	16
Aesthetic Treatments	16
Structural Treatments	27
Drainage Treatments	62
ROADWAY CONDITION, RECOMMENEDED MAINTENANCE, & PRIORITY RANK	67
Roadway Condition Assessment	67
Roadway Condition Assessment - Table	68
Recommended Maintenance Procedure	68
Comprehensive Maintenance Priority Rank	69
Roadway Priority Rank - Table	69
ENGINEERS ESTIMATE OF PROBABLE COST & SCHEDULE / TIMELINE	69

Targeted Maintenance Cost	70
Comprehensive Maintenance Cost	70
Comprehensive Cost Breakdown Table	71
Total Maintenance Cost	71
Schedule & Cost Breakdown	71
Schedule & Cost Breakdown Table	71
CONCLUSION	72
REFERENCES	73

TAB A ROADWAY ASSESSMENT FORM

R O A D W A Y A S S E S S M E N T F O R M	A

TAB B ROADWAY CLASSIFICATION EXHIBIT

R O A D W A Y C L A S S I F I C A T I O N	B

TAB C MAINTENANCE & RESTORATION QUANTITIES EXHIBIT

M A I N T E N A N C E & R E S T O R A T I O N Q U A N T I T I E S	C

TAB D SCORING & COST EXHIBIT

S C O R I N G & C O S T	D

TAB E	PASSENGER TRAFFIC ROUTING EXHIBIT

P A S S E N G E R T R A F F I C R O U T I N G	E

TAB F	CURRENT CONSTRUCTION TRAFFIC ROUTING EXHIBIT

C U R R E N T C O N S T R U C T I O N T R A F F I C R O U T I N G	F

TAB G FUTURE CONSTRUCTION TRAFFIC ROUTING EXHIBIT

F U T U R E C O N S T R U C T I O N T R A F F I C	G

TAB H	MAINTENANCE PRIORITY MASTER PLAN EXHIBIT

M A I N T E N A N C E P R I O R I T Y M A S T E R P L A N	H

1.0 INTRODUCTION

This Unified Pavement Management Document is designed to provide information and instructions for effectively operating and maintaining the roadway system at Alys Beach. Whether a contractor, project manager, or maintenance personnel, this manual will serve as a resource for maximizing the performance, durability, and longevity of this roadway system.

Alys Beach utilizes a cobblestone concrete paver roadway surface that offers an excellent solution for accessibility and stormwater management while creating beautiful and functional outdoor spaces. With their versatility, aesthetic appeal, and structural strength, concrete pavers have become a popular choice in residential, commercial, and municipal projects. However, like any other infrastructure, proper operation and maintenance are crucial to ensure optimal performance and minimize potential issues.

Within this manual, fundamental topics such as paver system components, preventative maintenance procedures, troubleshooting common problems, and safety precautions will be discussed. By following the recommendations and best practices outlined in this manual, the cobblestone concrete pavers in Alys Beach can achieve a prolonged service life.

It is encouraged for the user of this document to become familiar with the contents of this manual and utilize it as a reference throughout the lifecycle of the cobblestone concrete paver system. By doing so, it will enhance the performance, appearance, and overall value of the unique concrete paver roadways at Alys Beach.

1.1. How To Use This Manual

This handbook will be divided into 4 main parts. First is the introduction, glossary, and operations safety. Within these sections, fundamentals of understanding what a Unified Pavement Management Document entails, basic definitions of engineering terms, and safety practices will be discussed.
The next part will outline field assessments, maintenance, and preservation procedures. Here specific practices and procedures will be discussed in how to evaluate and maintain roadway conditions.
The handbook will then discuss roadway conditions, recommended maintenance, and maintenance priority of current Alys Beach roadways.
In summary, the discussion will cover estimations of cost and priorities for roadway rehabilitation. The data covered will be based upon post field assessment conditions and recommended maintenance.

1.2.  Purpose

The purpose of this document is to serve as a comprehensive guide that outlines the recommended procedures, guidelines, and best practices for effectively operating and maintaining the cobblestone concrete pavers at Alys Beach. This manual aims to provide the knowledge and instructions needed to maximize the performance, durability, and longevity of the paver systems.

Key objectives of this Operations and Maintenance Manual includes:

Performance: This manual provides recommendations on how to operate and maintain cobblestone concrete pavers in a manner that promotes optimal performance. It covers topics such as maintenance types, schedules, and procedures to mitigate potential issues.
Durability and Longevity: Concrete pavers are designed to be durable, but proper maintenance is crucial to maximize their lifespan. The manual offers guidance on preventative maintenance procedures to extend the life of the paver system.
Risk Mitigation: Safety is a paramount concern in any infrastructure. The manual includes safety practices and precautions specific to concrete pavers to minimize the risk of accidents or injuries during operation or maintenance activities.
Troubleshooting and Problem Resolution: Concrete pavers may encounter various issues over time, such as staining, faulting, or surface damage. The manual provides troubleshooting guidance, helping users identify and resolve common problems effectively.
By following the guidance and recommendations outlined in the Unified Pavement Management Document, users can enhance the overall functionality, aesthetics, and longevity of the concrete paver roadway system in Alys Beach.
Disclaimers / Assumptions	 The following disclaimers / assumptions, in addition to any others stated herein, are applicable to this report:
Disclaimer:

While every effort has been made to ensure the accuracy and reliability of the information presented in this report, it is important to note that the data provided is based on the available information at the time of preparation. Therefore, there is a possibility of unforeseen circumstances or changes that may impact the accuracy of the recommendations and estimates provided.
No geotechnical data was provided at the time of this report, recommendations are based on visual surface conditions only. There are no guarantees that sediments have not compromised base or subgrade materials.
The recommendations and prioritizations mentioned in this report are based on a general assessment of cobblestone concrete paver roadway conditions. It is essential to consider that individual roadway conditions may vary, and specific factors unique to each location may affect the suitability or effectiveness of the recommended treatments and maintenance practices.
This report is intended to provide guidance and suggestions based on industry standards and best practices. However, it is crucial to exercise professional judgment and expertise when implementing any recommendations or decisions derived from this report. The report should be used as a reference tool, and professional expertise should be employed to assess the specific needs and requirements of the project.

The data and information presented in this report have been gathered from various references, including but not limited to the ICPI (Interlocking Concrete Pavement Institute) and other reputable sources in the field of pavement engineering and maintenance. While care has been taken to ensure the reliability of these sources, no guarantee is made regarding the accuracy, completeness, or current relevance of the data from these references.
Price estimates stated herein are based on readily available (and as available) construction unit cost data on recent, relevant projects. Since Engineer has no control over the cost of labor, materials, or equipment over a contractor’s(s’) methods of determining prices, or over competitive bidding or market conditions, the opinions of probable cost provided herein are made on the basis of experience and qualifications and represent best judgement as a design professional familiar with the construction industry, but Engineer cannot and does not guarantee that proposals, bids, or construction costs will not vary from opinions of probable cost prepared by Engineer.
Assumptions:

This report assumes that the readers are familiar with standard engineering terms and concepts related to pavement distresses, maintenance practices, inspections, and treatments. It is presumed that the users of this report have the necessary background knowledge to interpret and understand the information presented.
The recommendations and treatment practices mentioned in this report are assumed to comply with applicable local, regional, and national regulations and standards. However, it is the responsibility of the users of this report to verify and ensure compliance with all relevant regulations, permits, and guidelines before implementing any maintenance or treatment measures.
This report assumes that the recommended maintenance and inspection practices mentioned herein align with industry standards and best practices. The effectiveness of these practices may vary based on local conditions and other factors, and it is advisable to consult with professionals and relevant authorities to adapt the recommendations to suit specific project requirements.
The recommended treatment practices and traffic control measures mentioned in this report are based on general considerations and industry guidelines. Before construction on any roadway segments, maintenance construction drawings must be provided, signed, and sealed by a qualified licensed Professional Engineer.
Please note that these disclaimers and assumptions are not exhaustive and should be read in conjunction with any other specific disclaimers or assumptions provided within the report.

2.0 GLOSSARY	ENGINEERING / COMPONENT TERMS & DEFINITIONS

The glossary provided presents a general compilation of terms and definitions intended for precise delineation and classification of features, defects, components, and characteristics intrinsic to paver systems. Familiarity with these terms and definitions is instrumental in facilitating the identification and assessment of paver maintenance requirements by road maintenance personnel. The subsequent list comprises the commonly recognized terms alongside concise definitions. For visual reference, Figure 1 depicts a cross-sectional representation of a standard roadway, featuring the specific terminologies discussed herein.

(Figure 1 – Typical Roadway Section)

2.1.1. Pavement Structure & Base Components

Concrete Pavers
2.64” concrete pavers are used as the top layer of the roadway surface
#89 Stone
To be filled between concrete pavers.
1-1/2” thick leveling layer below concrete pavers

Base – Top
The top 4” to 6” of #57 Stone to be mixed with #89 Stone.
Base – Bottom
12” minimum of #57 clean, washed stone aggregate based in accordance with manufacture’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T-180.
Geotextile Filter Fabric
Placed below the base and above the subgrade
Used to filter out materials that will help keep the subgrade clean
Subgrade
12” of stabilized subgrade with a minimum Limerock Bearing Ratio (LBR) of 40.

2.1.2. Paver Roadway Distresses	
Aesthetic or Visual distresses will refer to only to visual aspects of the paver roadway and will not include the structural or drainage performance of the system. The following terms describe Aesthetic distresses:
Efflorescence: A white haze that may appear on the surface of pavers sometime after installation. It forms from Portland cement reacting with water. This reaction creates water- soluble calcium hydroxide (lime). When water enters the microscopic capillaries in the pavers, calcium hydroxide is dissolved and carried to the paver surface, where it reacts with the carbon dioxide in the air to become calcium carbonate. This forms a white haze on the surface of the pavers when the water evaporates. The appearance of efflorescence stops when the calcium hydroxide supply is exhausted.
Staining: The discoloration or alteration of the surface color of the pavers. It occurs when foreign substances or materials penetrate the porous structure of the concrete, leaving behind visible marks or discoloration. Stains on concrete pavers can be caused by a variety of sources, including organic matter, such as leaves, dirt, or algae, as well as inorganic materials like oil, grease, rust, or chemicals.
Weeds and Ants: Presence of weeds and ant species within the concrete pavers
Minor Abrasion, Wear, and Scratching: Refers to the superficial damage, abrasion, or scratching that can occur on the surface of concrete pavers due to regular usage, foot traffic, or contact with abrasive materials. Over time, the paver surface may experience minor wear, resulting in the loss of its original smoothness and the appearance of fine scratches or scuff marks.
Chips, Spalls, and Pock Marks: These terms refer to various forms of physical damage that can occur on the surface of concrete pavers.

Chips: Small portions or fragments that have broken off from the paver surface, resulting in a noticeable indentation or missing piece. This type of damage can be caused by impacts, heavy loads, or sharp objects hitting the pavers.
Spalls: Larger areas of surface deterioration where a portion of the paver has chipped, cracked, or broken away, leaving a more significant indentation or exposed aggregate.
Pock Marks: Small depressions or indentations on the surface of the pavers. They are typically caused by the dislodgment or loss of small particles of the paver surface, often resulting from wear, erosion, or localized impacts.
Structural distresses in concrete pavers will refer to various forms of deterioration that affect the overall integrity and performance of the pavers. The following terms describe Structural distresses:
Damaged Pavers: Refers to distresses such as chips, cracks, or spalls from a structural standpoint.
Depressions: Areas that are lower than those around it. Depressions are caused by settlement of the underlying subgrade or granular base, causes may include inadequate compaction or consolidation of base or sub-base material due to heavy construction loads.
Edge Restraint: Restraints that provide lateral support for pavers. Lateral restraint is considered essential to resisting movement, minimizing loss of joint and bedding sand, and preventing paver rotation.
Excessive Joint Width: Occurs when the joints between pavers have widened. Excessive joint width can occur from several factors including poor initial construction, lack of joint filler materials, poor edge restraint, adjacent settlement/heave, lateral movement of the pavers, etc.
Faulting: Occurs when the elevation of adjacent pavers differs or have rotated. Faulting can be caused by surficial settlement of the bedding material, poor installation, pumping of the joint or bedding material.
Heave: Heaves exhibit elevations higher than surrounding areas. It can occur because of subgrade instability and can also occur in conjunction with settlement / rutting or when abutting utility structures such as storm and sewer structures.
Horizontal Creep: The longitudinal displacement of the paving pattern caused by repeated braking, accelerating, or turning tires.
Joint Filler Loss: Includes the removal of some or all joint materials such as washed aggregate or sand, an essential component of interlock and pavement stiffness. Joint sand loss can occur from pressure washing, saturated bedding sand that pumps under traffic loading, etc.
Missing Pavers: Refers to sections of pavement without pavers resulting from removal or disintegration/damage. Missing pavers compromise the integrity of the pavement structure and promote surface roughness like potholes in flexible pavements.

Rutting: A surface depression in the wheel path. Rutting is typically caused by settlement
/ consolidation of the underlying subgrade or granular base under repetitive wheel loads. Rutting can cause roughness in the pavement and when filled with water can cause hydroplaning of vehicles.
Drainage distresses in concrete pavers will refer to issues related to inadequate or compromised drainage systems withing the roadway surface. The following terms describe Drainage distresses:
Clogging: Refers to the collection of debris and or other contaminants getting lodged within the permeable pavement system and causing infiltration rates to decrease.

3.0 OPERATIONS SAFETY

Ensuring safe operations across all facets of paver maintenance is of paramount importance. Maintenance activities conducted in heavily trafficked areas and areas under extensive construction require unwavering caution and adherence to established safety protocols. Prior to commencing any maintenance operation on the roadway, detailed attention must be given to the establishment of appropriate traffic control measures.
Each roadway maintenance activity should be executed in strict accordance with a job safety analysis carefully developed by the maintenance supervisor in collaboration with field staff directly affected by the undertaking. Safety factors that demand careful consideration include the proximity to swiftly moving traffic, utilization of large equipment that may have limited visibility, and the handling of materials.
Operational safety considerations that necessitate attention encompass the adoption of appropriate safety procedures, utilization of operational equipment, implementation of motorized equipment safeguards, deployment of traffic barriers such as signs and warning devices, utilization of personal safety equipment such as high visibility clothing and dust/chemical control masks, and the controlled and safe usage of maintenance materials.

4.0 FIELD ASSESSMENTS

The primary objective of road maintenance field assessments is to assess the overall condition of road infrastructure, including the pavement, drainage systems, and other components. Through these assessments, maintenance personnel can identify signs of deterioration, assess the extent of damage, and make informed decisions regarding appropriate maintenance strategies.
During field assessments, various factors are considered, such as the condition of the road surface, cracks, the efficiency of drainage systems, and the overall level of safety provided to road users. These comprehensive evaluations help maintenance authorities develop maintenance plans, budgets, and timelines to address identified issues promptly and effectively.

4.1.  Performing Assessments

Roadway assessments are recommended to be conducted by qualified personnel or other authorized members only. The following subsections will discuss all the elements of roadway inspections for Alys Beach.

4.1.1. Assessment Schedule

Pavement assessments are recommended to be completed for all of the Somerset CDD roadways at Alys Beach at the noted frequencies described below by qualified personnel. It is recommended that copies of the completed assessment reports be kept on file with the Somerset CDD. Inspections should identify the condition of the pavement system by assessing the pavement according to the distress conditions as outlined below.
6-Month Assessments – Cobblestone Pavers will be inspected semi-annually for noticeable failures and obvious damage to the pavement. These assessments will be drive-by inspections to detect unexpected changes in the pavement condition or any situation creating an unsafe condition. Reports to be made only for roadways where severe condition changes have occurred.
Annual Assessments - All pavements are to be visually observed for general performance and condition. Review and revise the maintenance program, as necessary, at this time. Reports for each roadway should be completed. Preventive maintenance should be identified and recommended for budgeting.

4.1.2. Assessment Procedure

Pre-Assessment Preparation:
Review the purpose and objectives of the assessment.
Gather relevant documents, including maps, previous assessment reports, and maintenance records.
Familiarization with the assessment route and any specific areas of concern.
Ensure you have the necessary equipment, such as measuring tools, cameras, safety gear, and the field assessment form.
Safety Measures:
Ensure everyone wears appropriate personal protective equipment (PPE) as per safety guidelines.
Adhere to traffic control procedures and wear high-visibility clothing when working in or near live traffic.
Field Assessment:
Follow the inspection route systematically, observing both sides of the roadway.
Use the assessment form to assess the condition of various elements, including aesthetic defects, structural defects, drainage clogging, and roadside features.
Note any observed issues, deficiencies, or safety hazards.
Take measurements, photographs, or videos as necessary to document findings.
Communication and Documentation:
Maintain clear communication with other team members during the assessment process.
Record assessment findings accurately and thoroughly on the field assessment form.
Include specific details such as location, description, severity, and any recommended actions.

Document measurements, photographs, or videos as supporting evidence.
Reporting and Follow-up:
Compile the assessment findings and prepare a detailed report.
Include a summary of the overall roadway condition, identified issues, and recommended maintenance actions.
Prioritize the issues based on their severity and impact on road safety and functionality.
Submit the report to the appropriate authority or department responsible for roadway maintenance.
Follow up on any urgent or critical issues promptly to ensure necessary actions are taken.

5.0 MAINTENANCE

The objective of roadway maintenance is to proactively address the deterioration and wear that occurs over time due to traffic, weather conditions, and other factors. Through regular assessments, maintenance authorities can identify issues and provide solutions to extend the lifespan of the roadway.

5.1. Maintenance Types

The following sub-sections will discuss various maintenance types and when to perform corrective measures. Should any assessment reveal the need for repair, the assessor should document the distress and notify the Somerset CDD who will make arrangements for repair.

5.1.1. Targeted Maintenance

Targeted maintenance is tailored to address specific issues identified by residents or the maintenance team, focusing on isolated problematic areas along roadways. This approach is dedicated to resolving issues such as damaged pavers, depressions, edge restraint problems, excessive joint width, faulting, heaving, horizontal creep, joint filler loss, missing pavers, and rutting. This maintenance approach will use the restoration techniques described in the following section to perform repairs.
By utilizing Targeted Maintenance, it allows the maintenance team to gain flexibility to address isolated areas on roadways requiring repairs that are not scheduled for immediate attention in the current year based on roadway priority rankings.

5.1.2. Comprehensive Maintenance

Comprehensive Maintenance addresses entire roadway segments based on the roadway priority rankings. In order to promote a cost-effective approach, rather than fully replacing the existing roadway segment, this maintenance strategy will utilize four restoration techniques to maintain the roadway segment. The first two restoration techniques can be described as follows:
Full Restoration:

Full Restoration involves pulling, cleaning, and resetting all the pavers and leveling layer on a roadway until reaching the base. Then the contractor must regrade the leveling layer and reset the concrete pavers back to design conditions. To promote the longevity of the roadway, the contractor is to replace pavers as seen

fit. It is recommended to incorporate a rejuvenation approach when resetting the concrete pavers, ensuring a balanced distribution to enhance the overall durability of the pavement.
Routine Restoration:

Routine Restoration focuses on proactive measures aimed at extending the lifespan of roadways and preventing major issues. This includes activities like pavement sweeping, vacuuming, and joint filler replacement.
The approach prioritizes cost-effectiveness by addressing specific problem areas will Full Restoration while performing Routine Restoration on the remaining roadway segments. The extent of maintenance activities is determined by the Maintenance Condition Score, which establishes the proportion of pavers requiring Full Restoration versus those receiving Routine Restoration. For instance, if the score falls within the range of values, a percentage of pavers are selected for Full Restoration to address specific issues with the roadway like depressions, while the rest of the roadway undergoes Routine Restoration to prevent issues down the line. This approach allows for repairs based upon defects reflected in the Maintenance Condition Score, ensuring efficient allocation of resources while preserving the overall functionality and appearance of the roadway. The specific relationship used to determine the percentage that receives Full Restoration and Routine Restoration can be seen below:

Comprehensive Maintenance
Condition Score	Full Restoration
(%)	Routine Restoration
(%)	
0 - 10	100	0	
11 - 20	90	10	
21 - 30	80	20	
31 - 40	70	30	
41 - 50	60	40	
51 - 60	50	50	
61 - 70	40	60	
71 - 80	30	70	
81 - 90	20	80	
91 - 99	10	90	
100	0	100	

Manhole Restoration:

Manhole Restoration involves reducing the height of the manhole structure when heaving cannot be resolved solely by resetting the surrounding pavers. In such instances, the solution includes cutting down the manhole.
Curb Restoration:

Curb Restoration focuses on restoring curbs by addressing damage such as chipping or blowouts caused by edge restraint.
Comprehensive Maintenance utilizes multiple restoration techniques to rejuvenate problematic areas and implement preventative measures. This approach aims to extend the lifespan of the roadway segment, reduce the need for extensive repairs, and enhance the overall cost-effectiveness and roadway functionality. Table 7.1.1 Roadway Condition Assessment provides a breakdown of each of the roadway Comprehensive Maintenance Condition Scores. These scores utilize the table above to determine how each roadway segment utilizes both full and routine restoration, along with their respective allocated percentages.

5.1.3. Emergency Maintenance

Emergency maintenance deals with unforeseen events like severe weather damage or accidents, requiring rapid response to restore roadways and ensure public safety. Should an inspection call for emergency maintenance, it is recommended that repairs be performed within 48 hours.

5.2. Comprehensive Maintenance Condition Scores

Comprehensive Maintenance Condition Scores reflect the current condition of the roadway. Ranging from a score of 0 – 100, 0 being the worst possible score and 100 being the best possible score, each roadway will be given a Comprehensive Maintenance Condition Score upon completion of the inspection.

5.2.1. Calculations

𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝐶𝑜𝑛𝑑𝑖𝑡𝑖𝑜𝑛 𝑆𝑐𝑜𝑟𝑒
𝐶𝑀𝐶𝑆 = 100 − ((𝐴𝑒𝑠𝑡ℎ𝑒𝑡𝑖𝑐 𝑆𝑐𝑜𝑟𝑒 ∗ 1.667) + (𝑆𝑡𝑟𝑢𝑐𝑡𝑢𝑟𝑎𝑙 𝑆𝑐𝑜𝑟𝑒 ∗ 1.667) + (𝐷𝑟𝑎𝑖𝑛𝑎𝑔𝑒 𝑆𝑐𝑜𝑟𝑒 ∗ 8.333))
Utilizing the The Roadway Assessment Form found in References: Tab A, a Comprehensive Maintenance Condition Score can be determined. The form is broken down into 3 categories: Aesthetic Defects, Structural Defects, and Drainage Defects. Each of these categories are broken down into subcategories, each of which will get a score. The score will range from 0 – 3, 0 being the best possible score and 3 being the worst possible score. Once each of the subcategories receives its score, a composite score will be given to each of the main categories as seen below:
Aesthetic Defects – 5 subcategories
Best possible composite score: 0 = (5 x 0)
Worst possible composite score: 15 = (5 x 3)
Structural Defects – 10 subcategories
Best possible composite score: 0 = (10 x 0)
Worst possible composite score: 30 = (10 x 3)
Drainage Defects – 1 subcategory
Best possible composite score: 0 = (1 x 0)
Worst possible composite score: 3 = (1 x 3)
As seen in the formula, each type of score has an associated weighted value. The weight is based on the best and worst possible score. For example, under the worst possible score scenario, Aesthetic Score would equal 15 and the assessor would multiply it by 1.667 according to the formula to get a score of 25. Since the scoring scale is based on 0 – 100 and the Aesthetic Score once multiplied by its factor can reach a maximum of 25, this means that the aesthetic score makes up 25% of the total score. The same logic can be applied to the other categories, and their associated percentages are: Aesthetic Score (25%), Structural Score (50%), and Drainage Score (25%).
𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝐶𝑜𝑛𝑑𝑖𝑡𝑖𝑜𝑛 𝑆𝑐𝑜𝑟𝑒 = 100 − ((15 ∗ 1.667) + (30 ∗ 1.667) + (3 ∗ 8.333))
𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝐶𝑜𝑛𝑑𝑖𝑡𝑖𝑜𝑛 𝑆𝑐𝑜𝑟𝑒 = 100 − ((25) + (50) + (25))
𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝐶𝑜𝑛𝑑𝑖𝑡𝑖𝑜𝑛 𝑆𝑐𝑜𝑟𝑒 = 0

In a similar manner, to understand a maximum Maintenance Condition Score of 100, if all the subcategories of the defects sum up to 0, then the category composite sums would each equal 0 and the maintenance score would be 100 as seen below.
𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝐶𝑜𝑛𝑑𝑖𝑡𝑖𝑜𝑛 𝑆𝑐𝑜𝑟𝑒 = 100 − ((0 ∗ 1.667) + (0 ∗ 1.667) + (0 ∗ 8.333))
𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝐶𝑜𝑛𝑑𝑖𝑡𝑖𝑜𝑛 𝑆𝑐𝑜𝑟𝑒 = 100 − ((0) + (0) + (0))
𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝐶𝑜𝑛𝑑𝑖𝑡𝑖𝑜𝑛 𝑆𝑐𝑜𝑟𝑒 = 100

5.3. Comprehensive Maintenance Priority Scores

Roadway Comprehensive Maintenance Priority Scores are determined through careful assessment and analysis of various factors to optimize resource allocation and ensure effective maintenance strategies. These priorities consider the Roadway Network Classification, Comprehensive Maintenance Condition Score, Current Construction Presence, and Future Construction Presence.
By establishing clear priorities, maintenance authorities can efficiently allocate resources and maximize the benefits of roadway maintenance for the overall safety and functionality of the transportation system. Ranging from a score of 0 – 100, 0 being the lowest priority score and 100 being the highest priority score, each roadway will be given a Comprehensive Maintenance Priority Score upon completion of the inspection. This score will determine the order in which the roadways will receive Comprehensive Maintenance.

5.3.1. Calculations

Two conditional formulas were used to calculate the Comprehensive Maintenance Priority Score. The first formula for the conditional statement is stated below:
𝐼𝐹 Comprehensive 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝐶𝑜𝑛𝑑𝑖𝑡𝑖𝑜𝑛 𝑆𝑐𝑜𝑟𝑒 > 80
𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝑃𝑟𝑖𝑜𝑟𝑖𝑡𝑦 𝑆𝑐𝑜𝑟𝑒 = 100 − (𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝐶𝑜𝑛𝑑𝑖𝑡𝑖𝑜𝑛 𝑆𝑐𝑜𝑟𝑒)
This conditional formula is used to separate future roadways or high scoring roadways from the rest of the Maintenance Priority Scores. The reason being is that future roadways or roads that haven’t been completed at the time of assessment are automatically given perfect scores to reflect post construction conditions. This formula automatically gives them a Comprehensive Maintenance Priority Score of 0, thus putting them at the lowest possible priority. This formula also puts roadways that have high Comprehensive Maintenance Scores regardless of construction presence towards the bottom of the priority list. This ensures that a roadway that has no construction presence and a score of 80 or higher will be low on the Maintenance Priority List because its condition is not poor enough to need servicing.
The second conditional formula used to calculate the Maintenance Priority Score is as follows:
𝐼𝐹 𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝐶𝑜𝑛𝑑𝑖𝑡𝑖𝑜𝑛 𝑆𝑐𝑜𝑟𝑒 ≤ 80
𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝑃𝑟𝑖𝑜𝑟𝑖𝑡𝑦 𝑆𝑐𝑜𝑟𝑒 = 100 − ((𝐶𝑜𝑚𝑝𝑟𝑒ℎ𝑒𝑛𝑠𝑖𝑣𝑒 𝑀𝑎𝑖𝑛𝑡𝑒𝑛𝑎𝑛𝑐𝑒 𝐶𝑜𝑛𝑑𝑖𝑡𝑖𝑜𝑛 𝑆𝑐𝑜𝑟𝑒 ∗ 0.50) +
(𝑅𝑜𝑎𝑑𝑤𝑎𝑦 𝐶𝑙𝑎𝑠𝑠𝑖𝑓𝑖𝑐𝑎𝑡𝑖𝑜𝑛 𝐹𝑎𝑐𝑡𝑜𝑟 ∗ 2.67) + (𝐶𝑜𝑛𝑠𝑡𝑟𝑢𝑐𝑡𝑖𝑜𝑛 𝑃𝑟𝑒𝑠𝑒𝑛𝑐𝑒 ∗ 5.33) + (𝐹𝑢𝑡𝑢𝑟𝑒 𝐶𝑜𝑛𝑠𝑡𝑟𝑢𝑐𝑡𝑖𝑜𝑛 𝑃𝑟𝑒𝑠𝑒𝑛𝑐𝑒 ∗ 5.33))
This conditional formula is used to evaluate the majority of the roadways, it gives weight to the Maintenance Condition Score (50%), Roadway Classification Factor (10%), Construction Presence (20%), and Future Construction Presence (20%).

Minimum and Maximum ranges for each category are as follows:
Maintenance Condition Score (Range: 0 - 100)
Computed upon completion of roadway inspections.
Roadway Classification Factor (Range: 0 – 3)
The roadways have already been classified according to estimated annual average daily traffic.
Primary Roadway – 0
Secondary Roadway – 1
Alleyway – 2
Parking Court - 3
Construction Presence (Range: 0 – 3)
Completed during roadway inspections.
Future Construction Presence (Range: 0-3)
Based on future lot construction remaining along the roadway or through construction traffic routed to get to said lots.

5.3.2. Comprehensive Maintenance Priority Rank

Comprehensive Maintenance Priority Rank is a system used to determine the importance and urgency of maintenance tasks based on their impact on the overall condition and performance of a system. In this ranking system, the higher the full maintenance priority score assigned to a task, the higher its rank in terms of priority. A higher full maintenance priority score indicates that the task requires higher priority attention and should be addressed promptly to prevent further deterioration or potential hazards. Tasks with a lower full maintenance priority score are considered less critical and may be addressed at a later time. By assigning full maintenance priority ranks, resources and efforts can be efficiently allocated to tackle high- priority tasks first, ensuring the optimal functioning and longevity of the system. The ranking system ranges from 1 – 4, this way the 4 roadways will be given a rank in order of priority. In this ranking, 1 is the highest priority and 4 is the lowest. This prioritization approach helps organizations effectively manage their maintenance activities and make informed decisions regarding resource allocation and scheduling.

5.4. Preservation Procedures

Preservation procedures for roadway systems involve proactive measures to maintain and extend the lifespan of roads, ensuring their functionality and safety. These procedures encompass various strategies including mitigation techniques. By implementing these procedures, the probability of emergency maintenance is reduced, and the longevity of the road network can be extended.

5.4.1. Mitigation Techniques

Mitigation techniques for heavy construction vehicle traffic involve strategies aimed at minimizing disruptions, ensuring safety, and reducing the impact of such traffic on surrounding areas. These techniques encompass various approaches, including effective traffic management, infrastructure enhancements, temporary control measures, and environmental considerations. For instance, the covering of manholes with steel plates will encourage bearing load capacity distribution to reduce the likelihood of a manhole

buckling. These strategies collectively work towards maintaining smoother traffic flow and minimizing disruptions during construction activities.
Another mitigation technique can be composite construction mats. These offer effective mitigation techniques to address various challenges encountered in remote job sites and sensitive areas. These heavy- duty mats are designed to create a safe and stable working surface, ensuring reliable site access even over extremely soft ground. They serve as temporary roadways, providing sturdy pathways for vehicles and equipment. In addition, composite mats act as oil rig mats, track mats, and crane mats, offering essential support for heavy machinery. These mats are versatile, serving as staging sites, working platforms, and laydown yards. Their primary function is to protect the ground, particularly sensitive areas, by distributing weight and preventing damage to the prepared subgrade. Overall, composite mats offer effective mitigation solutions for various applications, ensuring operational efficiency and minimizing environmental impact.
Taking pre-construction and post-construction videos is a valuable mitigation technique that helps ensure the integrity of the project and holds contractors accountable for their work. By documenting the area before construction begins, a clear record of the existing conditions is established. This serves as a reference point to compare against the post-construction state. If any damage or issues arise during the construction process, these videos can be used as evidence to demonstrate the contractor's responsibility for remediation. This practice promotes transparency and encourages contractors to adhere to project specifications and guidelines. By utilizing this mitigation technique, project owners can safeguard against potential problems, maintain quality standards, and ensure that any issues are addressed and rectified appropriately.
The examples provided are just a glimpse of the numerous ways construction mitigation can be accomplished. There are various techniques available to minimize the environmental impact and ensure the successful completion of construction projects. Other strategies, such as noise reduction measures, traffic management plans, and community engagement initiatives, also play a vital role in mitigating the potential disruptions caused by construction activities. By employing a comprehensive approach that combines multiple mitigation measures, more sustainable and harmonious construction practices that benefit both the project and the surrounding environment can be achieved. These examples highlight the importance of considering and implementing appropriate mitigation measures tailored to the specific project requirements and local conditions.

6.0 RECOMMENEDED TREATMENT PRACTICES

The purpose of recommended treatment practices is to offer industry-standard approaches based on extensive research, best practices, and lessons learned. These practices are typically developed and updated by expert organizations, government agencies, and professional associations to reflect advancements in technology, materials, and techniques. They serve as valuable resources for engineers, maintenance personnel, and decision-makers involved in asset management and maintenance planning.
By adhering to recommended treatment practices, organizations can make informed decisions regarding asset preservation, rehabilitation, and renewal. These practices help to identify the most suitable treatment methods, materials, and timing for maintenance interventions based on the specific needs and priorities of each asset. They also promote cost-effectiveness by enabling proactive maintenance, reducing the need for reactive repairs and costly asset replacements.
While recommended treatment practices serve as valuable resources, they are not meant to be prescriptive. Each asset and situation may have unique characteristics and requirements that necessitate adjustments to the recommended practices. It is important to consider local conditions, regulations, and available resources when applying these guidelines, while also leveraging expertise and seeking professional advice as needed.

6.1.  Treatment Selection

Determining the value of pavement maintenance treatments involves considering several factors. To guide the decision-making process, the following three questions should be asked and answered in order:
Does the treatment improve pavement performance?

Consider how the treatment enhances aspects such as user comfort, convenience, safety, or reduces life cycle costs. If the treatment doesn't bring any improvements in these areas, there's no reason to use it. However, if it shows potential for enhancing one or more of these aspects, move on to the next question.
Is the treatment cost-effective?

Evaluate the cost-effectiveness of the treatment by considering the benefits it brings to the performance of the pavement, particularly in the context of concrete pavers. For example, if a specific treatment, such as surface restoration, is applied to concrete pavers, compare the extended lifespan and reduced maintenance needs of the treated pavers with those that did not receive the treatment. Assess the value of this prolonged lifespan when determining the cost-effectiveness of the treatment. Similarly, when considering treatments for concrete pavers, analyze how they enhance durability, minimize deterioration, or reduce the need for frequent repairs. Avoid direct comparisons of treatment costs and lifespan to those of the pavement itself, as it may not provide an accurate assessment.
Which treatment method is the best choice?

Once a treatment is deemed cost-effective, select the most standard materials and construction methods for implementation of the roadway.

By systematically addressing these questions, informed decisions can be made regarding the value and effectiveness of pavement maintenance treatments. This approach helps identify treatments that enhance performance, offer long-term cost benefits, and utilize optimal methods and materials.

6.1.1. Treatment Traffic Control:

During the treatment of the roadway system, effective traffic control measures play a crucial role in ensuring the safety of both workers and road users. Traffic control involves the implementation of temporary measures to regulate and guide the flow of vehicles, pedestrians, and other modes of transportation in and around the work zone. It aims to minimize disruptions, maintain traffic flow, and prevent accidents or congestion. Proper signage, barricades, cones, and flaggers are utilized to clearly indicate detours, lane closures, and changes in traffic patterns. Additionally, advanced warning systems, such as variable message signs, may be employed to provide real-time information to drivers about the ongoing work and alternate routes. Traffic control personnel diligently monitor the work zone and coordinate with drivers to ensure compliance with speed limits and safe passing distances. Regular communication and coordination with local authorities, emergency services, and transportation agencies are essential to implement effective traffic control plans. By prioritizing safety and efficiency, traffic control measures contribute to the smooth execution of roadway treatments while minimizing disruptions to the traveling public.

6.1.2. Aesthetic Treatments

The following sub-sections will address each of the following aesthetic distresses with a recommended treatment:

EFFLORESCENCE:
Description:

Efflorescence treatment involves addressing the white haze that appears on the surface of pavers after installation. It is caused by the reaction of Portland cement with water, resulting in the formation of water-soluble calcium hydroxide (lime). This calcium hydroxide is carried to the paver surface through the capillaries when water enters the pavers. When the water evaporates, the calcium hydroxide reacts with carbon dioxide in the air and forms calcium carbonate, which creates the white haze.
Timing:

Efflorescence treatment can be performed when the white haze becomes visible on the paver surface. It is typically done after the installation and curing of the pavers.
Purpose:

The purpose of efflorescence treatment is to remove or reduce the white haze and restore the aesthetic appearance of the concrete pavers. It aims to eliminate or minimize the presence of efflorescence and prevent its recurrence.
Existing Pavement Conditions:

Severity:
None (0): No visible efflorescence, discoloration, or haze present.

Low (1): Minimal efflorescence, discoloration, or haze present.

Medium (2): Moderate efflorescence, discoloration, or haze present.

High (3): Severe efflorescence, discoloration, or haze present.

Maintenance Methods:

Efflorescence treatment can involve various methods of treatment such as cleaning or paver replacement. Cleaning would involve pressure washing or scrubbing the defected area and paver replacement would involve full replacement of defected area with new concrete cobblestone pavers.
Sequence:

Efflorescence treatment is typically performed on the roadway segment once the roadway is selected for targeted maintenance.
Anticipated Performance and Service Life:

Efflorescence treatment can effectively remove or reduce the white haze on concrete pavers and restore their appearance. The performance and service life of the treatment can vary depending on factors such as the severity of efflorescence, quality of the treatment used, and ongoing maintenance practices. Properly executed treatments can provide long- lasting results.
Limitations:
Efflorescence treatment may not eliminate efflorescence in some cases. The effectiveness of the treatment can be influenced by factors such as the composition of the pavers, environmental conditions, and the presence of underlying issues. It is important to consider these limitations and manage expectations accordingly.
Precautions:

During efflorescence treatment, precautions should be taken to protect the paver surface, adjacent areas, and the environment. This may include using appropriate protective equipment, following safety guidelines, and avoiding excessive or aggressive cleaning methods that could damage the pavers.
Materials:

Efflorescence treatment may involve the use of various materials. The specific materials used will depend on the treatment approach and the recommendations of the manufacturer or industry guidelines.
Construction Specifications That Apply:

Efflorescence treatment may be guided by construction specifications or industry standards related to paver installation and cleaning methods. It is important to follow the relevant specifications and guidelines to ensure proper treatment.

STAINING:
Description:

Staining refers to the discoloration or visible marks on the surface of concrete pavers caused by various substances such as oil, grease, rust, food, or vegetation. Staining treatments aim to remove or minimize the appearance of these stains and restore the aesthetic appeal of the pavers.
Timing:

Staining treatments should be performed during targeted maintenance of the concrete pavers.
Purpose:

The purpose of staining treatments is to remove or reduce the visibility of stains, improving the overall appearance and cleanliness of the concrete pavers.
Existing Pavement Conditions:

Severity: Staining severity can be categorized into the following levels:
None (0): No visible stains or discoloration present on the pavers.

Low (1): Minimal or light staining that is relatively easy to remove.

Medium (2): Moderate staining that requires more extensive treatment to eliminate.

High (3): Severe staining that may be deeply ingrained and challenging to remove completely.

Maintenance Methods:

Staining treatments involve various cleaning and stain removal techniques such as pressure washing, scrubbing, or paver replacement.
Sequence:

Staining treatments should be performed after a thorough assessment of the staining severity and appropriate preparation of the paver surface. The sequence typically involves scrubbing, pressure washing, or paver replacement.
Anticipated Performance and Service Life:

Proper staining treatments can effectively eliminate or reduce the visibility of stains on concrete pavers, restoring their original appearance. The performance and service life of the treatment will depend on the type and severity of the stains, as well as the effectiveness of the chosen stain removal method.
Limitations:

Staining treatments may not eliminate deeply ingrained or stubborn stains. Some stains may require multiple treatments or specialized techniques for optimal results. Additionally, certain types of stains, such as rust or chemical stains, may cause permanent discoloration or damage to the pavers.
Precautions:

During staining treatment, precautions should be taken to protect the paver surface, adjacent areas, and the environment. This may include using appropriate protective equipment, following safety guidelines, and avoiding excessive or aggressive cleaning methods that could damage the pavers.
Materials:

Staining treatment may involve the use of various materials. The specific materials used will depend on the treatment approach and the recommendations of the manufacturer or industry guidelines.
Construction Specifications That Apply:

Staining treatment may be guided by construction specifications or industry standards related to paver installation and cleaning methods. It is important to follow the relevant specifications and guidelines to ensure proper treatment.

WEED & ANT TREATMENTS:
Description:

Weed and ant treatments involve measures to control and eliminate weed growth and ant infestations within and around concrete pavers. These treatments aim to create a weed- free and ant-free environment, maintaining the visual appeal and functionality of the pavement.
Timing:

Weed and ant treatments can be conducted during regular maintenance cycles to prevent their establishment.
Purpose:

The purpose of weed and ant treatments is to prevent or eradicate the growth of weeds and the presence of ants, which can cause damage to the pavers, compromise the structural integrity, clog pavement joints, and create an unsightly appearance.
Existing Pavement Conditions:
Severity: Weed and ant infestation severity can be categorized into the following levels:
None (0): No visible weed growth or ant activity present.

Low (1): Minimal weed growth or sporadic ant presence.

Medium (2): Moderate weed growth or noticeable ant trails.

High (3): Extensive weed coverage or heavy ant infestation.

Maintenance Methods:

Weed and ant treatments involve a combination of mechanical, chemical, or biological methods. These may include manual weed removal, application of herbicides or pesticides, and implementing preventive measures.
Sequence:

The treatment sequence starts with a thorough assessment of the weed and ant infestation levels. It may involve manual weeding, followed by the application of appropriate herbicides or pesticides to target weeds and ants.
Anticipated Performance and Service Life:

Proper weed and ant treatments can effectively suppress weed growth and eliminate ant infestations, providing a weed-free and ant-free environment. The performance and service life of the treatments will depend on factors such as the effectiveness of the chosen methods, environmental conditions, and ongoing maintenance practices.
Limitations:
Weed and ant treatments may require regular monitoring and maintenance to prevent reinfestation. Additionally, some herbicides or pesticides may have restrictions or limitations based on local regulations or environmental considerations. It is important to follow recommended application rates and safety guidelines.
Precautions:

When applying herbicides or pesticides, it is essential to follow safety guidelines and instructions provided by the manufacturer. Protective gear, such as gloves and goggles, should be worn, and application should be carried out in accordance with local regulations. Additionally, care should be taken to avoid contamination of nearby water sources or sensitive vegetation.
Materials:

Weed and ant treatments may involve the use of herbicides, pesticides, manual weeding tools, and protective gear. The specific materials will depend on the type and severity of weed growth, ant species, and the chosen treatment methods.
Construction Specifications That Apply:

Specific construction specifications related to weed and ant treatments will depend on the project requirements, local regulations, and industry best practices. These may include guidelines for the selection and application of herbicides or pesticides, disposal of chemical waste, and implementation of preventive measures during construction or installation.

MINOR ABRASION, WEAR, & SCRATCHING TREATMENTS:
Description:

Minor abrasion, wear, and scratching treatments refer to maintenance procedures designed to address superficial surface damage, such as light abrasion, wear patterns, and surface scratches, on concrete pavers. These treatments aim to restore the appearance and integrity of the pavement by addressing minor surface imperfections.
Timing:

Minor abrasion, wear, and scratching treatments can be performed as part of regular maintenance schedules to prevent further deterioration.
Purpose:

The purpose of these treatments is to mitigate the visual impact of minor abrasion, wear, and scratching, ensuring the aesthetics and functionality of the concrete pavers. By addressing these surface imperfections, the treatments help maintain a smooth, uniform, and visually appealing pavement surface.
Existing Pavement Conditions:
Severity: The severity of minor abrasion, wear, and scratching can be categorized as follows:
None (0): No visible signs of surface damage.

Low (1): Light abrasion, minimal wear patterns, or shallow surface scratches.

Medium (2): Noticeable wear patterns or surface scratches that may affect the appearance.
High (3): Extensive wear or deep surface scratches that impact the integrity and functionality of the pavers.

Maintenance Methods:

Minor abrasion, wear, and scratching treatments can involve various methods such as surface cleaning and paver replacement.
Sequence:

The treatment sequence typically begins with a thorough assessment of the surface damage. Surface cleaning may be performed to remove debris and prepare the area for treatment. Depending on the severity of the damage, maintenance treatment may be postponed in some areas until the next maintenance cycle. In the selected areas for treatment, the process will involve paver replacement to enhance the appearance of the system.
Anticipated Performance and Service Life:

Properly executed minor abrasion, wear, and scratching treatments can significantly improve the appearance of the concrete pavers, restoring a smooth and visually appealing surface. The performance and service life of these treatments will depend on factors such as the severity of the damage, the quality of the treatments applied, ongoing maintenance practices, and environmental conditions.
Limitations:

It is important to note that minor abrasion, wear, and scratching treatments are suitable for addressing superficial surface damage only. If the damage extends beyond the surface or if there are underlying structural issues, more extensive repair or replacement may be necessary.
Precautions:

When performing these treatments, it is essential to follow safety guidelines and use appropriate protective gear during procedures. Care should be taken to minimize dust generation and prevent any damage to surrounding areas or vegetation.
Materials:

The materials used for minor abrasion, wear, and scratching treatments can include the use of various materials. The specific materials used will depend on the treatment approach and the recommendations of the manufacturer or industry guidelines.
Construction Specifications That Apply:

Specific construction specifications related to minor abrasion, wear, and scratching treatments may vary based on project requirements, manufacturer recommendations, and industry best practices. These specifications may include guidelines for surface preparation and treatment methods.

CHIPS, SPALLS, & POCK MARK TREATMENTS
Description:

Chips, spalls, and pock marks treatments involve repair and restoration techniques specifically designed to address localized areas of damage on concrete pavers. These treatments aim to repair chipped or broken sections, eliminate spalling (surface deterioration), and fill in pock marks (small indentations or craters) to restore the functionality and visual appeal of the pavement.
Timing:

Chips, spalls, and pock mark treatments should be performed during regular maintenance to prevent further deterioration and ensure the longevity of the pavers.
Purpose:

The purpose of these treatments is to repair and restore damaged areas on concrete pavers, improving their structural integrity and aesthetic appearance. By addressing chips, spalls, and pock marks, these treatments enhance safety, minimize tripping hazards, and maintain a visually consistent pavement surface.
Existing Pavement Conditions:

Severity: The severity of chips, spalls, and pock marks can be categorized as follows:
None (0): No visible signs of damage or deterioration.

Low (1): Minor chips, shallow spalls, or small pock marks that have minimal impact on the pavement's functionality and appearance.
Medium (2): Noticeable chips, moderate spalling, or multiple pock marks that may affect the pavement's integrity and aesthetics.
High (3): Extensive chips, deep spalling, or large and numerous pock marks that significantly compromise the pavement's performance and visual appeal.

Maintenance Methods:

Chips, spalls, and pock mark treatments typically involve paver replacement. The specific technique used will depend on the extent and severity of the damage.
Sequence:

The treatment sequence for chips, spalls, and pock marks usually starts with a thorough assessment of the damaged areas. The damaged sections are then prepared by cleaning and removing any loose debris. Depending on the severity, maintenance treatment may be postponed in some areas until the next maintenance cycle. The replaced areas are leveled and finished to ensure a seamless integration with the existing pavement.
Anticipated Performance and Service Life:

Well-executed chips, spalls, and pock mark treatments can effectively restore the functionality and appearance of the concrete pavers. The performance and service life of these treatments depend on factors such as the extent and severity of the damage, the quality of the repair materials used, ongoing maintenance practices, and environmental conditions.
Limitations:

It is important to note that chips, spalls, and pock mark treatments are suitable for localized damage and deterioration only. If the damage is widespread or indicates underlying structural issues, a more comprehensive evaluation and repair approach may be required.
Precautions:

When performing these treatments, appropriate safety measures should be followed, including the use of protective equipment and adherence to manufacturer instructions for repair materials. Adequate surface preparation and finishing techniques are essential for achieving durable and aesthetically pleasing results.
Materials:

Various materials are commonly used for chips, spalls, and pock mark treatments. The specific materials selected will depend on the severity of the damage, the desired repair method, and compatibility with the existing pavement.
Construction Specifications That Apply:

Construction specifications for chips, spalls, and pock mark treatments may vary depending on project requirements, local regulations, and industry best practices. These specifications may include guidelines for surface preparation and finishing requirements.

Structural Treatments	
The following sub-sections will address each of the following structural distresses with a recommended treatment:

DAMAGES / MISSING PAVEMENT TREATMENTS:
Description:

Damaged paver treatments involve various repair and restoration techniques aimed at addressing different types of damage on concrete pavers. These treatments target specific issues such as cracks, breakage, displacement, or other forms of deterioration to restore the functionality and appearance of the pavers.
Timing:

Damaged paver treatments should be performed during regular maintenance cycles to prevent further deterioration and maintain the overall pavement condition.
Purpose:

The purpose of these treatments is to repair and restore damaged concrete pavers, improving their structural integrity, safety, and visual appeal. By addressing specific issues such as cracks or breakage, these treatments help prolong the lifespan of the pavement and maintain a smooth and even surface for pedestrians or vehicles.
Existing Pavement Conditions:
Severity: The severity of the existing pavement damage can be categorized as follows:
None (0): No visible signs of damage or deterioration.

Low (1): One or two missing pavers or pavers with cracks, chips, or spalls.

Medium (2): Increased missing, cracking, chipping, or spalling (not disintegrated)

High (3): Pavers are cracked into multiple pieces or are disintegrated from cracks, chips and / or spalls. A large section of continuous pavers are missing.

Maintenance Methods:

All cracked or missing paver units should be replaced with new concrete pavers.
Sequence:

The treatment sequence for damaged pavers typically begins with a thorough assessment of the existing pavement conditions. The damaged areas are then prepared for replacement. The replaced pavers are then integrated and finished to match the surrounding pavement.
Anticipated Performance and Service Life:

The performance and service life of damaged paver treatments depend on factors such as the type and severity of the damage, the quality of repair materials used, the effectiveness of the chosen treatment method, ongoing maintenance practices, and environmental conditions. Well-executed treatments can effectively restore the functionality and aesthetics of the pavers and extend their service life.
Limitations:
It is important to note that the effectiveness of damaged paver treatments is subject to the extent and nature of the damage. In cases of severe structural issues or widespread deterioration, more extensive rehabilitation or replacement may be necessary.
Precautions:

When performing damaged paver treatments, it is important to follow safety guidelines and wear appropriate protective equipment. Adherence to manufacturer instructions for repair materials, proper surface preparation, and finishing techniques.
Materials:

The selection of materials depends on the chosen treatment method, pavement type, and project specifications.
Materials for a typical Alys Beach roadway section include:
Concrete Pavers
2.64” concrete pavers are used as the top layer of the roadway surface
#89 Stone
To be filled between concrete pavers.
1-1/2” thick leveling layer below concrete pavers
Base – Top
The top 4” to 6” of #57 Stone to be mixed with #89 Stone.
Base – Bottom
12” minimum of #57 clean, washed stone aggregate based in accordance with manufacture’s specifications for an open graded aggregate base

application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T-180.
Geotextile Filter Fabric
Placed below the base and above the subgrade
Used to filter out materials that will help keep the subgrade clean
Subgrade
12” of stabilized subgrade with a minimum Limerock Bearing Ratio (LBR)
of 40.
Construction Specifications That Apply:

Construction specifications for damaged paver treatments may vary depending on project requirements, local regulations, and industry best practices. These specifications may include guidelines for surface preparation, replacement paver specifications, and finishing requirements.
Standard Alys Beach roadway specifications include aggregate base which will include 12” minimum #57 clean, washed stone aggregate base in accordance with manufacturer’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T – 180. The top 4” to 6” of base which is composed of #57 Stone to be mixed with #89 Stone. This layer is to be topped with 1-1/2” #89 Stone leveling layer. Atop of this the 2.64” Concrete pavers are to be placed and #89 Stone to be used as fill between pavers.

DEPRESSION TREATMENTS:
Description:

Depression treatments involve addressing sunken or depressed areas in concrete pavers. These treatments aim to restore the evenness and integrity of the pavement surface by filling and leveling the depressed areas.
Timing:

Depression treatments should be conducted as part of regular maintenance cycles to prevent further deterioration and maintain a safe and functional pavement.
Purpose:

The purpose of depression treatments is to rectify sunken or depressed areas in the pavement that may pose safety risks, such as trip hazards or poor drainage. By restoring the levelness of the pavers, these treatments improve the aesthetics, usability, and longevity of the pavement.
Existing Pavement Conditions:
Severity:
None (0): No visible depressions or sunken areas on the pavement surface.
Less than 0.5 in (Depth of Depression)
Low (1): Slight depressions or unevenness that have minimal impact on the pavement's functionality and appearance.
0.5 – 1.5 in (Depth of Depression)
Limited or isolated area.
Minimal frequency of depressions.

Medium (2): Noticeable depressions or sunken areas that may affect the pavement's levelness and usability.
1.5 -2.5 in (Depth of Depression)
Limited to moderate area.
Increased frequency of depressions.

High (3): Significant depressions or sunken areas that pose safety hazards or significantly compromise the pavement's performance.
Greater than 2.5 in (Depth of Depression)
Moderate to extensive area.
Substantial frequency of depressions.

Maintenance Methods:

Depression treatments typically involve filling the sunken areas with suitable leveling materials, such as compacted aggregate base or specialized paver bedding materials. The chosen method depends on the severity and extent of the depressions and the specific requirements of the pavement system.
Sequence:

The treatment sequence for depressions starts with evaluating the existing pavement conditions and identifying the depressed areas. The depressed areas are then prepared by removing the concrete pavers, debris, and addressing any underlying issues. The selected leveling material shall be applied and compacted or leveled to match the surrounding pavement. The treated areas are finished and integrated with the adjacent pavers. In the event of depressions that have compromised the structural base component, further investigation shall be carried out to check for underlying structural issues. Replacement or addition to base layer may be appropriate if the severity permits.
Anticipated Performance and Service Life:

The performance and service life of depression treatments depend on factors such as the severity and nature of the depressions, the quality of leveling materials used, the effectiveness of the treatment method, ongoing maintenance practices, and environmental conditions. Well-executed treatments can restore the levelness and functionality of the pavement, providing long-lasting performance.

Limitations:

It is important to note that depression treatments may not be suitable for severe structural issues or extensive areas of depression. In such cases, more extensive rehabilitation or reconstruction may be necessary.
Precautions:

When performing depression treatments, it is essential to ensure proper compaction or leveling of the leveling layer. Attention should be given to maintaining adequate drainage patterns and avoiding excessive buildup of materials that could impact neighboring elements or impede water flow.
Materials:

The selection of materials depends on the chosen treatment method, pavement type, and project specifications.
Materials for a typical Alys Beach roadway section include:
Concrete Pavers
2.64” concrete pavers are used as the top layer of the roadway surface
#89 Stone
To be filled between concrete pavers.
1-1/2” thick leveling layer below concrete pavers
Base – Top
The top 4” to 6” of #57 Stone to be mixed with #89 Stone.
Base – Bottom
12” minimum of #57 clean, washed stone aggregate based in accordance with manufacture’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T-180.
Geotextile Filter Fabric
Placed below the base and above the subgrade
Used to filter out materials that will help keep the subgrade clean
Subgrade
12” of stabilized subgrade with a minimum Limerock Bearing Ratio (LBR)
of 40.

Construction Specifications That Apply:

Construction specifications for depression treatments may vary depending on project requirements, local regulations, and industry best practices. These specifications may include guidelines for surface preparation, replacement paver specifications, and finishing requirements.
Standard Alys Beach roadway specifications include aggregate base which will include 12” minimum #57 clean, washed stone aggregate base in accordance with manufacturer’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T – 180. The top 4” to 6” of base which is composed of #57 Stone to be mixed with #89 Stone. This layer is to be topped with 1-1/2” #89 Stone leveling layer. Atop of this the 2.64” Concrete pavers are to be placed and #89 Stone to be used as fill between pavers.

EDGE RESTRAINT TREATMENTS:
Description:

Edge restraint or curb treatments involve the installation or repair of edge restraints along the perimeter of concrete pavers. They provide structural support and prevent the pavers from shifting or spreading outwards.
Timing:

Edge restraint treatments are typically performed during the installation of new pavers or as part of targeted maintenance. It is crucial to address edge restraints promptly to ensure the stability and longevity of the pavement system.
Purpose:

The purpose of edge restraint treatments is to secure the outer edges of concrete pavers, preventing lateral movement, shifting, and spreading. These treatments help maintain the integrity of the pavement, minimize the risk of paver displacement, and enhance the overall appearance and functionality of the paved area.
Existing Pavement Conditions:

Severity:
None (0): No visible edge restraints or the absence of functional restraints.

Low (1): Increased joint width (0.5 – 1.0 in) and no evidence of paver / curb rotation

Medium (2): Increased joint width (1.0 – 1.5 in) with evidence of paver / curb rotation)
High (3): (Increased joint width (greater than 1.5 in), with considerable paver / curb rotation and local settlement

Maintenance Methods:

Edge restraint treatments may involve various maintenance methods, such as repairing or replacing damaged or deteriorated edge restraints, realigning or resetting existing restraints, or installing new edge restraints to reinforce stability.
Sequence:

The treatment sequence for edge restraints typically involves assessing the condition of existing restraints, identifying damaged or inadequate sections, removing or repairing damaged portions, preparing the base or subgrade if necessary, and installing or replacing edge restraints. Proper alignment, anchoring, and connection to the pavement are essential for a successful treatment.
Anticipated Performance and Service Life:

Well-executed edge restraint treatments can significantly enhance the performance and service life of concrete pavers. Properly installed and maintained edge restraints ensure long-term stability, prevent spreading or shifting of pavers, and contribute to the overall durability of the pavement system.
Limitations:

It is important to consider the limitations of edge restraint treatments, such as the extent of damage or deterioration to existing edge restraints. In cases where the damage is extensive or the pavement system requires significant rehabilitation, more comprehensive repairs or reconstruction may be necessary.
Precautions:
During edge restraint treatments, precautions should be taken to ensure proper alignment and anchoring of the restraints. Care should be taken to avoid damaging adjacent pavers or compromising the overall drainage system. Adherence to safety guidelines and best practices is essential to minimize the risk of accidents or injuries during the treatment process.
Materials:

The selection of materials depends on the chosen treatment method, pavement type, and project specifications.
Materials for a typical Alys Beach roadway section include:
Concrete Curbing (as Edge Restraint)
Concrete Pavers
2.64” concrete pavers are used as the top layer of the roadway surface
#89 Stone
To be filled between concrete pavers.

1-1/2” thick leveling layer below concrete pavers
Base – Top
The top 4” to 6” of #57 Stone to be mixed with #89 Stone.
Base – Bottom
12” minimum of #57 clean, washed stone aggregate based in accordance with manufacture’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T-180.
Geotextile Filter Fabric
Placed below the base and above the subgrade
Used to filter out materials that will help keep the subgrade clean
Subgrade
12” of stabilized subgrade with a minimum Limerock Bearing Ratio (LBR)
of 40.
Construction Specifications That Apply:

Construction specifications for edge restraint treatments may include guidelines for the selection and installation of edge restraint materials, recommended dimensions and spacing, anchoring methods, and compliance with local codes and regulations.
Standard Alys Beach roadway specifications include aggregate base which will include 12” minimum #57 clean, washed stone aggregate base in accordance with manufacturer’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T – 180. The top 4” to 6” of base which is composed of #57 Stone to be mixed with #89 Stone. This layer is to be topped with 1-1/2” #89 Stone leveling layer. Atop of this the 2.64” Concrete pavers are to be placed and #89 Stone to be used as fill between pavers.

EXCESSIVE JOINT WIDTH TREATMENTS:
Description:

Excessive joint width treatments involve addressing wide or oversized joints between concrete pavers. The treatment aims to reduce the width of the joints to meet the desired specifications and improve the overall aesthetics, functionality, and performance of the pavement system.
Timing:

Excessive joint width treatments can be performed during the initial installation of pavers or as a maintenance procedure to rectify wider joints that have developed over time. Timely treatment is important to prevent issues such as weed growth, sand erosion, and potential tripping hazards.
Purpose:

The purpose of excessive joint width treatments is to achieve the intended joint width dimensions and restore the proper interlock between pavers. By reducing the joint width, the treatment helps prevent the infiltration of unwanted materials, such as weeds, sand loss, or debris, which can compromise the stability and durability of the pavement.
Existing Pavement Conditions:

Severity:
None (0): Joints are within the acceptable width range and do not require treatment.
Less than 0.25 in (Joint Width)
Low (1): Some joints exhibit slight width variations but are still within an acceptable tolerance.
0.25 – 0.5 in (Joint Width)
Limited or isolated area.

Medium (2): Moderate variations in joint width, which may affect the overall performance and aesthetics of the pavement.
0.5 – 1.0 in (Joint Width)
Limited to moderate area.

High (3): Severe or consistently wide joints that pose significant issues, such as joint filler loss, weed growth, or decreased stability.
Greater than 1.0 in (Joint Width)
Moderate to extensive area.

Maintenance Methods:

Excessive joint width treatments may involve different maintenance methods, such as joint refilling, joint stabilization, or adjustment of pavers to minimize joint gaps. The specific method depends on the severity of the joint width and the desired outcome.
Typically pavers should be reset with the designed leveling layer, joint filler, and spacing to maintain structural load capacity.
Sequence:

The treatment sequence for excessive joint width typically includes assessing the existing joint conditions, measuring the width of the joints, determining the desired joint width, removing excess sand or debris, adjusting pavers if necessary, and applying appropriate joint stabilization methods.
Anticipated Performance and Service Life:

Well-executed excessive joint width treatments contribute to improved performance and service life of concrete pavers. By reducing the joint width, the treatment enhances interlock, minimizes the risk of weed growth, prevents joint filler loss, and improves the overall appearance and stability of the pavement. The service life can vary depending on factors such as the quality of materials used, maintenance practices, and traffic loads.
Limitations:

It is important to consider the limitations of excessive joint width treatments, such as the degree of joint width variation and the feasibility of adjusting pavers to reduce the gaps. In

some cases, where the joint width issues are extensive or the pavers are severely misaligned, more comprehensive repairs or replacement may be necessary.
Precautions:
During excessive joint width treatments, precautions should be taken to ensure proper alignment and stability of the pavers. Care should be exercised to avoid damaging adjacent pavers or the underlying base material. Adherence to safety guidelines, including the use of personal protective equipment, is important during the treatment process.
Materials:
The selection of materials depends on the chosen treatment method, pavement type, and project specifications.
Materials for a typical Alys Beach roadway section include:
Concrete Pavers
2.64” concrete pavers are used as the top layer of the roadway surface
#89 Stone
To be filled between concrete pavers.
1-1/2” thick leveling layer below concrete pavers
Base – Top
The top 4” to 6” of #57 Stone to be mixed with #89 Stone.
Base – Bottom
12” minimum of #57 clean, washed stone aggregate based in accordance with manufacture’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T-180.
Geotextile Filter Fabric
Placed below the base and above the subgrade
Used to filter out materials that will help keep the subgrade clean
Subgrade
12” of stabilized subgrade with a minimum Limerock Bearing Ratio (LBR)
of 40.

Construction Specifications That Apply:

Construction specifications for excessive joint width treatments may include guidelines for the acceptable joint width dimensions, recommended joint stabilization methods, suitable materials for joint infill or stabilization, and compliance with industry standards and local regulations.
Standard Alys Beach roadway specifications include aggregate base which will include 12” minimum #57 clean, washed stone aggregate base in accordance with manufacturer’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T – 180. The top 4” to 6” of base which is composed of #57 Stone to be mixed with #89 Stone. This layer is to be topped with 1-1/2” #89 Stone leveling layer. Atop of this the 2.64” Concrete pavers are to be placed and #89 Stone to be used as fill between pavers.

FAULTING TREATMENTS:
Description:

Faulting treatments refer to the measures taken to address the issue of faulting, which is the vertical displacement or misalignment of adjacent concrete pavers along the pavement surface. These treatments aim to correct the unevenness and restore the proper alignment of the pavers, ensuring a smooth and safe pavement surface.
Timing:

Faulting treatments can be performed as a maintenance procedure when faulting issues arise.
Purpose:

The purpose of faulting treatments is to eliminate or reduce the vertical displacement between adjacent pavers, improving the ride quality, stability, and aesthetics of the pavement. By realigning the pavers, these treatments help minimize trip hazards, enhance surface drainage, and ensure optimal performance of the pavement system.
Existing Pavement Conditions:
Severity:
None (0): No noticeable faulting between pavers.
Less than 0.25 in (Difference in Elevation)
Low (1): Slight vertical displacement or misalignment between adjacent pavers.
0.25 – 0.5 in (Difference in Elevation)
Medium (2): Moderate faulting, with noticeable vertical displacement affecting the smoothness and appearance of the pavement.
0.5 – 1.0 in (Difference in Elevation)

High (3): Significant faulting, resulting in substantial vertical displacement, unevenness, and potential safety concerns.
More than 1.0 in (Difference in Elevation)

Maintenance Methods:
Faulting treatments may involve different maintenance methods, such as paver realignment, joint stabilization, or partial/complete pavement reconstruction. The specific method depends on the severity of the fault and the desired outcome.
Sequence:

The treatment sequence for faulting typically includes assessing the extent and severity of the faulting, identifying the cause of the displacement (e.g., inadequate base support or poor installation), removing and repositioning affected pavers, adjusting the base as necessary, and ensuring proper joint stabilization. The sequence may also involve resurfacing or recompacting the underlying layers to address any structural deficiencies.
Anticipated Performance and Service Life:

Well-executed faulting treatments contribute to improved pavement performance and service life. By correcting the misalignment and vertical displacement, these treatments restore the intended pavement geometry, minimize trip hazards, and enhance overall functionality and aesthetics. The service life can vary depending on factors such as the quality of materials used, maintenance practices, and traffic loads.
Limitations:

It is important to consider the limitations of faulting treatments, such as the extent of the faulting and the feasibility of realigning or adjusting the affected pavers. In cases of severe or extensive faulting, more extensive repairs or reconstruction may be required to ensure long-term durability and performance.

Precautions:

During faulting treatments, precautions should be taken to ensure the stability and alignment of the pavers. Care should be exercised to avoid damaging adjacent pavers or the underlying base layers. Adherence to safety guidelines, including the use of personal protective equipment, is essential during the treatment process.
Materials:
	The selection of materials depends on the chosen treatment method, pavement type, and project specifications.
Materials for a typical Alys Beach roadway section include:
Concrete Pavers
2.64” concrete pavers are used as the top layer of the roadway surface
#89 Stone
To be filled between concrete pavers.
1-1/2” thick leveling layer below concrete pavers
Base – Top
The top 4” to 6” of #57 Stone to be mixed with #89 Stone.
Base – Bottom
12” minimum of #57 clean, washed stone aggregate based in accordance with manufacture’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T-180.
Geotextile Filter Fabric
Placed below the base and above the subgrade
Used to filter out materials that will help keep the subgrade clean
Subgrade
12” of stabilized subgrade with a minimum Limerock Bearing Ratio (LBR)
of 40.

Construction Specifications That Apply:

Construction specifications for faulting treatments shall be used in conjunction with other relevant construction specifications for concrete paver maintenance and repair.
Standard Alys Beach roadway specifications include aggregate base which will include 12” minimum #57 clean, washed stone aggregate base in accordance with manufacturer’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T – 180. The top 4” to 6” of base which is composed of #57 Stone to be mixed with #89 Stone. This layer is to be topped with 1-1/2” #89 Stone leveling layer. Atop of this the 2.64” Concrete pavers are to be placed and #89 Stone to be used as fill between pavers.

HEAVE TREATMENTS:
Description:

Heave treatments are designed to address issues related to pavement heaving, which refers to the upward displacement or movement of the pavement surface caused by factors such as frost action, expansive soils, or tree root growth or proximity to storm or sewer structures such as manholes and inlets. These treatments aim to mitigate the adverse effects of heaving and restore the pavement's stability and functionality.
Timing:

Heave treatments should be implemented when signs of pavement heaving become apparent or when the pavement's performance and integrity are compromised due to heave-related issues. Timely treatment is crucial to prevent further damage and maintain a safe and smooth roadway. Most heaving treatments can be addressed during the targeted maintenance cycle.
Purpose:

The purpose of heave treatments is to stabilize the pavement and minimize the effects of upward displacement. These treatments aim to restore the pavement's structural integrity, ride quality, and overall functionality.
Existing Pavement Conditions:

Severity:
None (0): No visible signs of heaving or negligible impact on pavement performance.
Less than 0.5 in (Height of Heave)
Low (1): Minor heaving with limited impact on pavement functionality.
0.5 – 1.5 in (Height of Heave)
Limited or isolated area.
Minimal frequency.

Medium (2): Moderate heaving with noticeable effects on pavement performance.
1.5 – 2.5 in (Height of Heave)
Limited to moderate area.
Increased frequency.

High (3): Severe heaving causing significant distress and compromising pavement integrity.
Greater than 2.5 in (Height of Heave)
Moderate to extensive area.
Substantial frequency.

Maintenance Methods:

Heave treatments may include various maintenance methods such as corrective grading, subgrade stabilization, and manhole corrective procedures. These methods are employed to address the underlying causes of heaving and restore pavement stability.
If manhole corrective procedures are to take place. The most likely course of action includes taking off the cover, frame, and top riser joint, cutting down the riser joint until the desired height of the cover will be achieved, and then resealing the riser joint and placing back the frame and cover.
Sequence:
Heave treatments should be conducted as part of the maintenance plan and may be performed before or after other pavement treatments, depending on the specific conditions and requirements of the project.
Anticipated Performance and Service Life:

The performance and service life of heave treatments depend on the severity of the heaving, the effectiveness of the selected treatment methods, and the ongoing maintenance practices. With appropriate treatments and regular monitoring, heave treatments can mitigate the effects of pavement heaving and provide long-lasting performance.

Limitations:

Heave treatments may have limitations depending on the specific conditions and factors contributing to pavement heaving. Factors such as underlying soil properties, subgrade, and base conditions. Additionally, ongoing monitoring and maintenance may be required to manage any recurring heaving issues.
Precautions:

During heave treatments, precautions should be taken to ensure proper site preparation, adherence to construction specifications, and implementation of appropriate techniques. It is important to consider environmental factors, traffic management, and worker safety during the treatment process.
Materials:

The selection of materials depends on the chosen treatment method, pavement type, and project specifications.
Materials for a typical Alys Beach roadway section include:
Concrete Pavers
2.64” concrete pavers are used as the top layer of the roadway surface
#89 Stone
To be filled between concrete pavers.
1-1/2” thick leveling layer below concrete pavers
Base – Top
The top 4” to 6” of #57 Stone to be mixed with #89 Stone.
Base – Bottom
12” minimum of #57 clean, washed stone aggregate based in accordance with manufacture’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T-180.
Geotextile Filter Fabric
Placed below the base and above the subgrade
Used to filter out materials that will help keep the subgrade clean
Subgrade
12” of stabilized subgrade with a minimum Limerock Bearing Ratio (LBR)
of 40.

Construction Specifications That Apply:

Specific construction specifications related to heave treatments may include guidelines for site preparation, subgrade stabilization methods, manhole cut down or top replacement methods, and compaction requirements. Compliance with these specifications is essential for achieving effective treatment outcomes.
Standard Alys Beach roadway specifications include aggregate base which will include 12” minimum #57 clean, washed stone aggregate base in accordance with manufacturer’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T – 180. The top 4” to 6” of base which is composed of #57 Stone to be mixed with #89 Stone. This layer is to be topped with 1-1/2” #89 Stone leveling layer. Atop of this the 2.64” Concrete pavers are to be placed and #89 Stone to be used as fill between pavers.

HORIZONTAL CREEP TREATMENTS:
Description:

Horizontal creep treatments involve addressing the issue of horizontal movement or displacement of concrete pavers along the pavement surface. These treatments aim to mitigate the undesirable lateral shifting of pavers, which can negatively impact the pavement's appearance, functionality, and structural integrity.
Timing:

Horizontal creep treatments can be performed during initial pavement installation or as a maintenance measure when creep-related issues arise. Timely treatment is crucial to prevent further shifting and potential damage.
Purpose:

The purpose of horizontal creep treatments is to rectify the lateral movement of pavers and restore their proper alignment. By addressing creep, these treatments improve the pavement's aesthetics, reduce trip hazards, maintain joint integrity, and ensure the long- term performance of the pavement system.
Existing Pavement Conditions:

Severity:
None (0): No noticeable lateral movement or displacement of pavers.
Less than 0.25 in (Horizontal Movement)
Low (1): Slight horizontal shifting or misalignment between adjacent pavers.
0.25 – 0.5 in (Horizontal Movement)
Medium (2): Moderate creep, with noticeable lateral displacement affecting the appearance and functionality of the pavement.
0.5 – 1.0 in (Horizontal Movement)

High (3): Significant horizontal creep, resulting in substantial shifting, joint opening, and potential safety concerns.
Greater than 1.0 in (Horizontal Movement)

Maintenance Methods:
Horizontal creep treatments may involve various maintenance methods, including paver realignment, joint stabilization, edge restraints installation, or partial/complete pavement reconstruction. The specific method depends on the severity of the creep and the desired outcome.
Sequence:
The treatment sequence for horizontal creep typically involves assessing the extent and severity of the creep, identifying the underlying causes (e.g., inadequate edge restraints or base support), realigning or repositioning affected pavers, stabilizing the joints, and reinforcing the pavement edges to prevent future creep. The sequence may also include addressing any underlying base or subgrade issues that contribute to the lateral movement.
Anticipated Performance and Service Life:

Effective horizontal creep treatments result in improved pavement performance and service life. By mitigating the lateral shifting, these treatments restore the intended alignment, minimize joint opening, enhance appearance and functionality, and prolong the pavement's lifespan. The anticipated performance and service life can vary based on factors such as material quality, maintenance practices, and traffic loads.
Limitations:

It is important to consider the limitations of horizontal creep treatments, such as the extent of the creep and the feasibility of realigning or stabilizing the affected pavers. In cases of severe or widespread creep, more extensive repairs or reconstruction may be necessary to ensure long-term stability and performance.

Precautions:

During horizontal creep treatments, precautions should be taken to ensure the proper alignment and stability of the pavers. Care must be taken to avoid damaging adjacent pavers or the surrounding pavement elements. Compliance with safety guidelines and the use of appropriate personal protective equipment are essential during the treatment process.
Materials:

The selection of materials depends on the chosen treatment method, pavement type, and project specifications.
Materials for a typical Alys Beach roadway section include:
Concrete Curbing (as Edge Restraint)
Concrete Pavers
2.64” concrete pavers are used as the top layer of the roadway surface
#89 Stone
To be filled between concrete pavers.
1-1/2” thick leveling layer below concrete pavers
Base – Top
The top 4” to 6” of #57 Stone to be mixed with #89 Stone.
Base – Bottom
12” minimum of #57 clean, washed stone aggregate based in accordance with manufacture’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T-180.
Geotextile Filter Fabric
Placed below the base and above the subgrade
Used to filter out materials that will help keep the subgrade clean
Subgrade
12” of stabilized subgrade with a minimum Limerock Bearing Ratio (LBR)
of 40.

Construction Specifications That Apply:

Construction specifications for horizontal creep treatments may include guidelines for acceptable tolerances of lateral displacement, recommended methods for paver realignment or stabilization, appropriate edge restraint installation, and adherence to industry standards and local regulations.
Standard Alys Beach roadway specifications include aggregate base which will include 12” minimum #57 clean, washed stone aggregate base in accordance with manufacturer’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T – 180. The top 4” to 6” of base which is composed of #57 Stone to be mixed with #89 Stone. This layer is to be topped with 1-1/2” #89 Stone leveling layer. Atop of this the 2.64” Concrete pavers are to be placed and #89 Stone to be used as fill between pavers.

JOINT FILLER LOSS TREATMENTS:
Description:

Joint filler loss treatments involve addressing the issue of missing or deteriorated joint filler material in concrete paver pavements. Joint filler refers to the material placed in the joints between pavers to provide stability, support, and flexibility. These treatments aim to restore proper joint functionality and prevent issues from arising.
Timing:

Joint filler loss treatments can be performed as part of targeted maintenance. Timely treatment is essential to maintain the integrity of the pavement joints and prevent further damage.
Purpose:

The purpose of joint filler loss treatments is to replace or replenish the missing or damaged joint filler material. By restoring the integrity of the joints, these treatments help maintain the structural stability of the pavement, prevent joint-related distresses, and ensure proper load distribution.
Existing Pavement Conditions:

Severity:
None (0): No visible or significant loss of joint filler material.
Less than 0.5 in (Joint Filler Loss Depth)
Low (1): Partial or minor loss of joint filler in some areas.
0.5 – 1.0 in (Joint Filler Loss Depth)
Limited or isolated area.

Medium (2): Moderate joint filler loss, affecting multiple joints and potentially causing joint instability or water infiltration.
1.0 – 1.5 in (Joint Filler Loss Depth)
Limited to moderate area.

High (3): Extensive or complete loss of joint filler, resulting in significant joint degradation, paver movement, and potential structural issues.
Greater than 1.5 cm (Joint Filler Loss Depth)
Moderate to extensive area.

Maintenance Methods:

Joint filler loss treatments may involve various maintenance methods, including joint cleaning, joint filler replacement, or replenishment. The specific method depends on the severity of the filler loss, joint conditions, and desired outcome.
Sequence:

The treatment sequence for joint filler loss typically involves assessing the extent and severity of the filler loss, cleaning out any debris or remaining deteriorated filler material from the joints, and installing new joint filler material (#89 Stone). The sequence may also include joint stabilization measures to prevent future filler loss.
Anticipated Performance and Service Life:
Effective joint filler loss treatments restore the functionality and service life of the pavement joints. By replacing the missing or deteriorated filler material, these treatments provide joint stability, improve load transfer, and enhance the pavement's durability. The anticipated performance and service life can vary based on factors such as the quality of the replacement materials, joint design, maintenance practices, and traffic loads.
Limitations:

It is important to consider the limitations of joint filler loss treatments, such as the extent of the filler loss and the feasibility of accessing and properly filling the joints. In cases of severe or widespread joint filler loss, more extensive repairs or joint reconstruction may be necessary to ensure long-term joint integrity.

Precautions:

During joint filler loss treatments, precautions should be taken to ensure proper joint cleaning and filler installation. Follow manufacturer recommendations for installation. Compliance with safety guidelines and the use of appropriate personal protective equipment are essential during the treatment process.
Materials:

The selection of materials depends on the chosen treatment method, pavement type, and project specifications.
Materials for a typical Alys Beach roadway section include:
Concrete Pavers
2.64” concrete pavers are used as the top layer of the roadway surface
#89 Stone
To be filled between concrete pavers.
1-1/2” thick leveling layer below concrete pavers
Base – Top
The top 4” to 6” of #57 Stone to be mixed with #89 Stone.
Base – Bottom
12” minimum of #57 clean, washed stone aggregate based in accordance with manufacture’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T-180.
Geotextile Filter Fabric
Placed below the base and above the subgrade
Used to filter out materials that will help keep the subgrade clean
Subgrade
12” of stabilized subgrade with a minimum Limerock Bearing Ratio (LBR)
of 40.

Construction Specifications That Apply:

Construction specifications for joint filler loss treatments may include guidelines for joint cleaning procedures and recommended joint filler dimensions. This also includes compliance with industry standards and local regulations.
Standard Alys Beach roadway specifications include aggregate base which will include 12” minimum #57 clean, washed stone aggregate base in accordance with manufacturer’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T – 180. The top 4” to 6” of base which is composed of #57 Stone to be mixed with #89 Stone. This layer is to be topped with 1-1/2” #89 Stone leveling layer. Atop of this the 2.64” Concrete pavers are to be placed and #89 Stone to be used as fill between pavers.

RUTTING TREATMENTS:
Description:

Rutting treatments are aimed at addressing the issue of permanent deformation or depression in the pavement surface, commonly known as rutting. Rutting occurs due to the repetitive application of loads, causing the pavement to deform and create longitudinal depressions. These treatments aim to restore the pavement's surface profile, improve ride quality, and enhance the overall structural integrity.
Timing:

Rutting treatments can be performed when rutting becomes apparent and starts to impact the pavement's performance, ride quality, or safety. Timely treatment is important to prevent further deterioration and maintain a smooth and stable pavement surface. Rutting treatment will typically be addressed during the targeted maintenance cycle.
Purpose:

The purpose of rutting treatments is to rectify and mitigate the effects of rutting on the pavement. These treatments aim to restore the pavement's surface elevation, eliminate or reduce depressions, improve water drainage, and restore the ride quality and skid resistance of the roadway.
Existing Pavement Conditions:

Severity:
None (0): No visible or significant rutting present.
Less than 0.25 in (Depth of Rut)
Low (1): Slight or localized rutting with minimal impact on the pavement's performance.
0.25 – 0.5 in (Depth of Rut)
Medium (2): Moderate rutting affecting a significant portion of the pavement surface, causing ride discomfort and potential drainage issues.
0.5 – 1.0 in (Depth of Rut)

High (3): Severe rutting with deep depressions, compromising the pavement's structural integrity and posing safety hazards.
Greater than 1.0 in (Depth of Rut)

Maintenance Methods:
Rutting treatments typically involve filling the sunken areas with suitable leveling materials, such as compacted aggregate base and replenishment of leveling layer. The chosen method depends on the severity and extent of the rutting and the specific requirements of the pavement system.
Sequence:
The treatment sequence for rutting starts with evaluating the existing pavement conditions and identifying the rutted areas. The areas are then prepared by removing the concrete pavers, debris, and addressing any underlying issues. The selected leveling material of #89 Sone shall be applied and compacted or leveled to match the surrounding pavement. The treated areas are finished and integrated with the adjacent pavers.
Anticipated Performance and Service Life:

Effective rutting treatments aim to restore the pavement's surface profile, improve ride quality, and prolong the service life of the roadway. The anticipated performance and service life of rutting treatments depend on various factors, including the chosen treatment method, pavement design, traffic loads, and maintenance practices. Properly executed treatments can significantly reduce or eliminate rutting distresses and provide several years of improved pavement performance.
Limitations:

Rutting treatments may have limitations depending on factors such as the extent and severity of rutting, underlying pavement conditions, and available budget or resources. In cases of extensive or deep rutting, more comprehensive rehabilitation strategies, such as

full-depth reclamation or reconstruction, may be required to address the underlying issues adequately.
Precautions:
During rutting treatments, precautions should be taken to ensure proper preparation of the pavement surface, accurate profiling, and adherence to design specifications. Proper compaction, surface texture, and application techniques should be followed to achieve the desired treatment outcome. Safety measures, such as traffic control and worker protection, should also be implemented during the treatment process.
Materials:

The selection of materials depends on the chosen treatment method, pavement type, and project specifications.
Materials for a typical Alys Beach roadway section include:
Concrete Pavers
2.64” concrete pavers are used as the top layer of the roadway surface
#89 Stone
To be filled between concrete pavers.
1-1/2” thick leveling layer below concrete pavers
Base – Top
The top 4” to 6” of #57 Stone to be mixed with #89 Stone.
Base – Bottom
12” minimum of #57 clean, washed stone aggregate based in accordance with manufacture’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T-180.
Geotextile Filter Fabric
Placed below the base and above the subgrade
Used to filter out materials that will help keep the subgrade clean
Subgrade
12” of stabilized subgrade with a minimum Limerock Bearing Ratio (LBR)
of 40.

Construction Specifications That Apply:

Standard Alys Beach roadway specifications include aggregate base which will include 12” minimum #57 clean, washed stone aggregate base in accordance with manufacturer’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T – 180. The top 4” to 6” of base which is composed of #57 Stone to be mixed with #89 Stone. This layer is to be topped with 1-1/2” #89 Stone leveling layer. Atop of this the 2.64” Concrete pavers are to be placed and #89 Stone to be used as fill between pavers.

Drainage Treatments	
The following sub-sections will address each of the following drainage distresses with a recommended treatment:

CLOGGING TREATMENTS:
Description:

Drainage treatments are aimed at improving the drainage performance of the roadway system by addressing issues related to inadequate or ineffective water drainage. These treatments focus on ensuring proper infiltration, minimizing the accumulation of water on the roadway, and preventing water-related damage and deterioration.
Timing:

Drainage treatments should be performed when drainage deficiencies become apparent or start to impact the pavement's performance, safety, or integrity. Timely treatment is crucial to prevent the adverse effects of standing water, such as pavement deterioration, erosion, and reduced skid resistance. Clogging issues will typically be treated during the targeted maintenance cycle.
Purpose:

The purpose of drainage treatments is to enhance the pavement's ability to effectively infiltrate water, prevent ponding or accumulation of water on the surface, and maintain a safe and stable roadway. These treatments aim to minimize the detrimental effects of water, such as erosion, loss of subgrade support, and premature pavement distresses.
Existing Pavement Conditions:

Severity:
None (0): No visible or significant drainage issues present.

Low (1): Minor or localized drainage deficiencies with minimal impact on pavement performance.
Medium (2): Moderate drainage problems affecting a significant portion of the roadway, leading to water accumulation and reduced functionality.

High (3): Severe drainage deficiencies causing widespread ponding, erosion, or water-related pavement distresses.

Maintenance Methods:

While clogging can be estimated based on visual observation, if possible inspections during or just after rainstorms can help establish a more accurate severity level and key features such as bird baths and flooding may be observed.
Drainage treatments may involve various maintenance methods, such as installing or repairing drainage structures (e.g., catch basins, culverts), improving surface grades, adding, or enhancing pavement slopes, and removal of concrete pavers and base to replace the filter fabric. The specific method depends on the severity and nature of the drainage issues, site conditions, and project requirements.
Sequence:

The treatment sequence for drainage improvements typically involves assessing the existing drainage conditions, identifying the causes of poor drainage (e.g., inadequate slope, clogged drainage structures), selecting appropriate treatment methods, planning, and implementing drainage system modifications, and ensuring proper maintenance and functionality. The sequence may also include coordinating with other construction activities and addressing any underlying pavement issues that contribute to drainage problems.
Anticipated Performance and Service Life:

Effective drainage treatments aim to improve the pavement's drainage performance, reduce the risk of water-related damage, and extend the service life of the roadway. The anticipated performance and service life of drainage treatments depend on factors such as the chosen treatment methods, site-specific conditions, climate, and maintenance practices. Well-executed drainage improvements can provide significant long-term benefits in terms of pavement durability and functionality.

Limitations:

Drainage treatments may have limitations based on factors such as the complexity of the drainage issues, existing infrastructure constraints, site-specific conditions, and available resources. In some cases, extensive or comprehensive drainage system modifications may be required, which may involve significant costs and coordination with other construction activities.
Precautions:

During drainage treatments, precautions should be taken to ensure proper design and installation of drainage systems, accurate grading and slope adjustments, and compliance with relevant regulations and standards. Consideration should be given to environmental impacts, erosion control measures, and maintenance requirements of the implemented drainage improvements.
Materials:

Drainage treatments may involve the use of various materials, including perforated HDPE pipes, concrete pavers, #89 Stone, #57 Stone, geotextile fabric, and erosion control materials. The selection of materials depends on the specific drainage requirements, project specifications, and compatibility with existing infrastructure.
The selection of materials depends on the chosen treatment method, pavement type, and project specifications.
Materials for a typical Alys Beach roadway section include:
Concrete Pavers
2.64” concrete pavers are used as the top layer of the roadway surface
#89 Stone
To be filled between concrete pavers.
1-1/2” thick leveling layer below concrete pavers
Base – Top
The top 4” to 6” of #57 Stone to be mixed with #89 Stone.
Base – Bottom
12” minimum of #57 clean, washed stone aggregate based in accordance with manufacture’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T-180.
Geotextile Filter Fabric
Placed below the base and above the subgrade
Used to filter out materials that will help keep the subgrade clean

Subgrade
12” of stabilized subgrade with a minimum Limerock Bearing Ratio (LBR)
of 40.
Construction Specifications That Apply:

Construction specifications for drainage treatments may include guidelines for the design and installation of drainage structures, grading and slope adjustments, erosion control measures, and compliance with applicable codes, standards, and regulatory requirements. Specifications may also cover quality control measures and inspection procedures.
Standard Alys Beach roadway specifications include aggregate base which will include 12” minimum #57 clean, washed stone aggregate base in accordance with manufacturer’s specifications for an open graded aggregate base application. The material shall be uniformly compacted under optimum conditions of moisture to a density of not less than 98% of the maximum density as determined by AASHTO T – 180. The top 4” to 6” of base which is composed of #57 Stone to be mixed with #89 Stone. This layer is to be topped with 1-1/2” #89 Stone leveling layer. Atop of this the 2.64” Concrete pavers are to be placed and #89 Stone to be used as fill between pavers.

7.0 ROADWAY CONDITION, RECOMMENEDED MAINTENANCE, & PRIORITY RANK

The current condition of the concrete paver roadway plays a crucial role in determining the appropriate maintenance actions to be undertaken. A comprehensive evaluation of the roadway's condition is necessary to identify any existing deficiencies or areas of concern. This assessment encompasses factors such as aesthetic defects, structural defects, and drainage defects. Based on the findings, a tailored maintenance plan can be developed to address these issues effectively. The recommended maintenance measures aim to restore the roadway's functionality, enhance its safety, and prolong its lifespan. By implementing proactive maintenance strategies, the concrete paver roadway can be preserved in optimal condition, ensuring smooth and reliable transportation for users while minimizing the risk of further deterioration.
The following subsections will outline the roadway condition, recommended maintenance procedure, and maintenance priority rank for the roadways in Alys Beach based on visual observations. These observations represent a snapshot in time of the roadway conditions dated 05.09.2024. The recommended maintenance is not intended as prescriptive guidance but rather as a recommendation derived from the data available.

7.1. Roadway Condition Assessment

The roadway conditions have been visually assessed to determine the existing state of the cobblestone concrete paver roadway. This assessment considers various factors, including the observed pavement distresses, safety considerations, and overall maintenance condition. The roadway conditions have been evaluated based on the established criteria and guidelines outlined in this document, which carefully consider the severity and extent of pavement distresses, such as cracking, rutting, and heaving. In addition, extensive inspections and data collection have been conducted to assess the overall Comprehensive Maintenance Condition Scores, providing an objective measure of the roadway's current condition. These assessments form the foundation for further analysis and decision-making regarding appropriate maintenance and treatment strategies. For detailed information on the specific Comprehensive Maintenance Condition Scores and corresponding grades assigned to each roadway segment, please refer to the table below:

7.1.1. Roadway Condition Assessment - Table	

Road Name & Segment	Comp. Maintenance Condition
Score	Comp. Maintenance Condition
Grade	
E LA GARZA LANE	80	-B	
E SUGAR LUMP LANE	77	+C	
W LA GARZA LANE	77	+C	
W SUGAR LUMP LANE	73	C	
OVERALL MAINTENANCE SCORE	77	+C	

As depicted in the table above, the average Comprehensive Maintenance Condition Score for all the Somerset CDD roadways at Alys Beach is a 77 (+C). The roadway segments have been diligently scored following the procedures detailed in this document. The provided grades in the table represent the Comprehensive Maintenance Conditions Grade, offering a comprehensive overview of the roadway's current state. If roadways present a perfect score of 100, they reflect future or current construction roadways. Reference Section 5.2 Comprehensive Maintenance Condition Scores for specific calculation procedures to understand how these values were determined.
Recommended Maintenance Procedure	
As stated previously in Section 5 Maintenance, there are three maintenance types: Targeted Maintenance, Comprehensive Maintenance, and Emergency Maintenance.
Targeted Maintenance

To address isolated locations based upon resident and maintenance personnel input.
Comprehensive Maintenance

To address entire roadway segments in the order determined by the Comprehensive Maintenance Priority Rank.
Emergency Maintenance
To address emergency maintenance deals with unforeseen events like severe weather damage or accidents, requiring rapid response to restore roadways and ensure public safety.

Under this maintenance approach, each roadway will undergo regular inspections to prevent issues from arising. Targeted maintenance efforts will focus on addressing isolated issues on roadways that are otherwise in good condition, ensuring that minor problems are promptly rectified. For roadways requiring more attention, comprehensive maintenance procedures will be implemented to restore them to optimal condition. Additionally, emergency maintenance will be in place to address unforeseen events or emergencies promptly. This approach aims to ensure the ongoing quality and safety of the road network.

Comprehensive Maintenance Priority Rank	
The Comprehensive Maintenance Priority Rank serves as a valuable tool for optimizing resource allocation and guiding maintenance efforts. The Comprehensive Maintenance Priority Score takes into account multiple factors, including the Comprehensive Maintenance Condition Score, Roadway Classification Factor, Present Construction Presence, and Future Construction Presence. Reference Section 5.3 Comprehensive Maintenance Priority Scores for specific calculation procedures to understand how these values were determined. By considering these factors, the ranking system ensures that maintenance authorities can effectively prioritize and allocate resources based on the specific needs of each roadway segment. The Comprehensive Maintenance Condition Score provides insight into the overall condition of the roadway, while the Roadway Classification Factor helps determine the significance of the segment within the broader transportation network. Additionally, the presence of current and future construction activities are taken into consideration to align maintenance efforts with ongoing or planned infrastructure projects. By incorporating these factors into the Comprehensive Maintenance Priority Score, maintenance authorities can make informed decisions to address critical areas promptly, contributing to the overall safety and functionality of the transportation system.
Roadway Priority Rank - Table	

Road Name & Segment	Classific ation	Construction Presence	Future Construction
Presence	Comp. Maintenance Condition Score	Comp. Maintenance Priority Score	Comp. Maintenance Priority Rank	
E SUGAR
LUMP LANE	
Primary	
0	
0	
77	
62	
1	
E LA GARZA
LANE	
Primary	
0	
0	
80	
60	
2	
W SUGAR
LUMP LANE	
Primary	
1	
0	
73	
58	
3	
W LA GARZA
LANE	
Primary	
1	
0	
77	
56	
4	

The results from the table above offer valuable insight and guidance for optimizing maintenance efforts. The Comprehensive Maintenance Priority Score provides a comprehensive understanding of the prioritization needs. As seen, E Sugar Lump Lane obtained the highest Comprehensive Maintenance Priority Score, hence giving it the priority rank 1. These assigned ranks serve as a basis for determining the priority of roadways to receive Comprehensive Maintenance.
8.0 ENGINEERS ESTIMATE OF PROBABLE COST & SCHEDULE / TIMELINE	
The engineer's estimate of probable costs provides valuable insight into the financial considerations associated with the recommended maintenance strategies. These estimates take into account the specific activities involved in maintaining the cobblestone concrete paver roadway.
Full Restoration, which includes pulling, cleaning, and resetting of pavers along with the leveling layer, is estimated to cost approximately $13 per square foot. This comprehensive approach ensures that the pavers are thoroughly inspected to address any underlying issues.
Routine Restoration activities, such as sweeping, vacuuming and joint filler replacement, offer a cost- effective solution for maintaining the majority of the roadway. The estimated cost for Routine Restoration is

approximately $4 per square foot, allowing for regular upkeep to preserve the functionality and appearance of the pavers.
In instances where manhole adjustments are required, the Manhole Restoration estimate accounts for the associated costs. To cut down a manhole, the estimated cost is approximately $10,000 per manhole, covering the necessary adjustments to ensure proper alignment with the roadway surface.
Additionally, the estimate includes Curb Restoration. Curb replacement is estimated at approximately $26 per linear foot, with the percentage of replacement determined by the score. This targeted approach ensures that curb repairs are appropriately allocated based on the roadway's specific needs.
By providing these estimated costs, the engineer's estimate of probable costs allows for better budgeting and financial planning when implementing the recommended maintenance strategies. These estimates assist in making informed decisions regarding the allocation of resources and ensure that the maintenance plan aligns with the available funding. Please refer to the accompanying subsections for detailed information on each of the estimated costs.

8.1. Targeted Maintenance Cost

Targeted Maintenance Cost is a lump sum per year to be used by the maintenance team to address isolated problematic areas along roadways.
Targeted Maintenance Cost: Total: $137,606.01
Per Year: $6,880.30

8.2. Comprehensive Maintenance Cost

Comprehensive Maintenance Cost can be broken down into Full, Routine, Manhole, and Curb Restoration Costs. The breakdown of these costs can be seen in the table below.
Total Full Restoration: $385,572.62 Total Routine Restoration: $276,821.37 Total Manhole Restoration: $0.00
Total Curb Restoration: $0.00

Comprehensive Maintenance Cost: Total: $662,393.99
Per Year: $33,119.70

8.2.1. Comprehensive Cost Breakdown Table

Road Name &	Full	Routine	Manhole	Curb	Total Comprehensive	
Segment	Restoration ($)	Restoration ($)	Restoration ($)	Restoration ($)	Maintenance ($)	
E LA GARZA LANE	$86,652.85	$62,212.30	$0.00	$0.00	$148,865.15	
E SUGAR LUMP
LANE	
$84,143.28	
$60,410.56	
$0.00	
$0.00	
$144,553.83	
W LA GARZA LANE	$104,568.00	$75,074.46	$0.00	$0.00	$179,642.46	
W SUGAR LUMP
LANE	
$110,208.50	
$79,124.05	
$0.00	
$0.00	
$189,332.55	
TOTAL COST ($)	$385,572.62	$276,821.37	$0.00	$0.00	$662,393.99	

8.3. Total Maintenance Cost

The Total Maintenance Cost estimate includes the Targeted Maintenance Cost and the Comprehensive Maintenance Cost. Please note that these costs include the cost of civil drawings, permitting, and construction.
Total Maintenance Cost:
Total: $800,000.00
Per Year: $40,000.00
Schedule & Cost Breakdown	
With an annual budget of $40,000.00, allocating the initial $6,880.30 towards Targeted Maintenance, the remaining $33,119.70 per year will be utilized for Comprehensive Maintenance. Based on this allocation, it is projected that it will take approximately 20 years to comprehensively maintain all roadways.
The table below illustrates the allocation of funds based on priority rank for roadways to be serviced. It includes the associated Targeted Maintenance and Comprehensive Maintenance Costs. The Targeted Maintenance Cost is displayed at the beginning of each new year. If multiple years are needed to accumulate funds for a project, the Targeted Maintenance Cost increases accordingly. The Maintenance Year indicates when the roadway segment is scheduled for maintenance. Budget Contribution represents the initial annual contribution, while Total Budget Accumulation shows the remaining budget from the previous year plus the current year's contribution.
Schedule & Cost Breakdown Table	

	Comp.	Targeted	Comp.	Total		Budget	Total Budget	Total	
Road Name	Maintenance	Maintenance	Maintenance	Maintenance	Maintenance	Contribution	Accumulation	Remaining	
& Segment	Priority Rank	Cost ($)	Cost ($)	Cost ($)	Year	($)	($)	Budget ($)	
E SUGAR
LUMP LANE	
1	
$34,401.50	
$144,553.83	
$178,955.34	
5	
$200,000.00	
$200,000.00	
$21,044.66	
E LA GARZA
LANE	
2	
$27,521.20	
$148,865.15	
$176,386.35	
9	
$160,000.00	
$181,044.66	
$4,658.31	
W SUGAR
LUMP LANE	
3	
$41,281.80	
$189,332.55	
$230,614.36	
15	
$240,000.00	
$244,658.31	
$14,043.96	
W LA									
GARZA									
LANE	4	$34,401.50	$179,642.46	$214,043.96	20	$200,000.00	$214,043.96	$0.00	

CONCLUSION	
In conclusion, the current roadway condition assessment, recommended maintenance strategies, and priority ranking provide valuable insights for effectively managing the concrete paver roadway system in Alys Beach. The comprehensive evaluation of the roadway's condition allows for Targeted Maintenance actions to address specific issues while ensuring Comprehensive Maintenance activities to preserve the overall functionality and appearance of the roadway.
The engineer's estimate of probable costs provides a clear understanding of the financial aspects associated with the recommended maintenance strategies. The estimated total cost for roadway maintenance is roughly $800,000, with an annual budget of approximately $40,000. This approach utilizes a set budget to fund the Targeted and Comprehensive Maintenance approaches.
By considering the cost breakdowns, maintenance authorities can make informed decisions regarding the allocation of resources and budgeting. These cost estimates enable effective long-term maintenance planning and ensure that the maintenance plan aligns with available funding.
In conclusion, the combination of comprehensive roadway condition assessment, tailored maintenance strategies, and cost estimates enables maintenance authorities to make informed decisions and effectively manage the concrete paver roadway system in Alys Beach. Through proactive maintenance efforts and strategic resource allocation, the longevity, safety, and functionality of the roadways can be preserved, ensuring a reliable transportation network for years to come.

REFERENCES	
The following references have been used in the creation of this report.

ICPI (Interlocking Concrete Pavement Institute) Tech Spec 23, “Maintenance Guide for Permeable Interlocking Concrete Pavements” [https://icpi.org/oldcastleapg]
ICPI (Interlocking Concrete Pavement Institute) Tech Spec 06, “Operation and Maintenance Guide for Interlocking Concrete Pavement” [https://icpi.org/oldcastleapg]
Hein, D. K., & Eng, P. (2015). “Maintenance Guidelines for Permeable Interlocking Concrete Pavement Systems''. In International Conference on Concrete Block Pavements. [http://www.sept.org/techpapers/1493.pdf]
Operation & Maintenance Guide (for Belgard Permeable Interlocking Concrete Pavement Systems) [https://www.belgardcommercial.com/FILE/14351.pdf]
Belgard (Improved Life Cycle – Interlocking Concrete Pavers), “Longer Service Life, Less Maintenance,	Greater	Value” [https://www.belgardcommercial.com/resources/design_solutions/improved_life_cycle]
Applied Research Associates (ARA) “Permeable Interlocking Concrete Pavement Life-Cycle Cost
Analysis Tools” [https://static1.squarespace.com]
U.S. Department of Transportation (Federal Highway Administration), “Permeable Interlocking Concrete Pavement” [https://www.fhwa.dot.gov/pavement/concrete/pubs/hif19021.pdf]

	TAB A - ROADWAY ASSESSMENT FORM	

ALYS BEACH
ROADWAY INSPECTION FORM
Roadway: 	 Inspector: 	 Date: 	

INSPECTION ITEMS	
AESTHETIC DEFECT	SCORE	FIELD NOTES	
Efflorescence			
Staining			
Weeds & Ants			
Abrasion, Wear, & Scratching			
Chips, Spalls, & Pock Marks			

STRUCTURAL DEFECT	SCORE	FIELD NOTES	
Damaged / Missing			
Depression			
Edge Restraint			
Excessive Joint Width			
Faulting			
Heave			
Horizontal Creep			
Joint Filler Loss			
Rutting			
Curbing			

DRAINAGE DEFFECT	SCORE	FIELD NOTES	
Clogging			

MISC	SCORE	FIELD NOTES	
Construction Presence			

Overall Roadway Condition Assessment:

Recommended Roadway Maintenance:

SOMERSET CDD	PAVEMENT MANAGEMENT MANUAL

  TAB B - ROADWAY CLASSIFICATION EXHIBIT	

INNERLIGHT ENGINEERING CORPORATION	75

Engineering Corporation

ALYS BEACH ROADWAY CLASSIFICATION & ASSETS LIST
ROADWAY CLASSIFICATION	PAVEMENT COMPONENT INVENTORY

Serve

CURRENT  FUTURE  CURRENT  FUTURE	SUB

260		TYPE	LOADS AADT	LOADS AADT	TRAFFIC SEVERITY	TRAFFIC SEVERITY	
SF	
SF	
SF	
LF	
	E LA GARZA LANE	Primary	986	1,184	NONE	NONE	22,219	22,219	22,219	1,797	
	E SUGAR LUMP LANE	Primary	485	582	NONE	NONE	21,575	21,575	21,575	1,768	
	W LA GARZA LANE	Primary	695	834	LOW	NONE	26,812	26,812	26,812	2,277	
	W SUGAR LUMP LANE	Primary	445	534	LOW	NONE	28,259	28,259	28,259	2,246	
						TOTAL	98,865	98,865	98,865	8,088	

GRAPHIC SCALE
130	0	65	130

(IN FEET)

•

1 inch =130 Feet

ROADWAY NAME & SEGMENT	TRAFFIC

TRAFFIC

CONST.	CONST.	PAVERS	BASE

GRADE

CURBING

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PRIMARY ROADS SECONDARY ROADS ALLEYWAYS PARKING COURTS

Innerlight

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THE APPLIED SCIENCE OF SUCCESS

11490 Emerald Coast Parkway, Suite 2w
Miramar Beach I Florida I 32550

COUNTRY ROAD 30A (SHOWN FOR REFERENCE ONLY)

Think

ALYS BEACH NEIGHBORHOOD ASSOCIATION (SHOWN FOR REFERENCE ONLY) TOWN CENTER ASSOCIATION ROADWAYS (SHOWN FOR REFERENCE ONLY)

D	A	NEIGHBORHOOD BLOCK & LOT NUMBER

BUTTERWOOD ALLEY

H
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L	R

ALYS BEACH CDD
RESERVE STUDY
EBSCO GULF COAST DEVELOPMENT, INC. BOX 61-5500
ALYS BEACH, FLORIDA 32461-5500

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DATE: 05.30.2024 REV. NO: N/A REV. DATE: N/A DRAWN BY: CRP
REVIEWED BY: JAM

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ROADWAY CLASSIFICATION EXHIBIT

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(SEGMENT 1)

LIZARDS LEAP ALLEY
(SEGMENT 1)

ROADWAY CLASSIFICATION AND INVENTORY NOTES

Sheet Number

C:\IEC DROPBOX\PROJECTS\ALYS BEACH\ROADWAY RESERVE STUDY\5.0 COMMUNITY DEVELOPMENT DISTRICT STUDY\3.0 EXHIBITS\B - ROADWAY CLASSIFICATION EXHIBIT.DWG, Calla, 5/30/2024 11:09:43 AM

B

	THIS MAP IS AN SCHEMATIC EXHIBIT PREPARED ON MAY 30, 2024 FROM VARIOUS SOURCES OF INFORMATION INCLUDING, BUT NOT LIMITED TO, THE ALYS BEACH MASTER PLAN BY KHORY VOGT ARCHITECTS DATED JUNE, 2023, VARIOUS CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR INDIVIDUAL PHASE / BLOCK DEVELOPMENT, AND HISTORICAL AERIALS AND PHOTOGRAPHS.
THIS MAP IS NOT INTENDED TO INFER SURVEY GRADE ACCURACY. THIS MAP MAY BE UPDATED FROM TIME TO TIME AS WARRANTED.
AS OF THE DATE OF THIS EXHIBIT, ALYS BEACH IS CONTINUING BUILD-OUT DEVELOPMENT AND THEREFORE, COMMON / RIGHT OF WAY / FINAL LOT CONFIGURATION IS SUBJECT TO CHANGE FOR PORTIONS OF THE PROPERTY.
THIS MAP IS INTENDED TO BE SCHEMATIC AND GRAPHICAL IN NATURE DEPICTING THE ROADWAY SYSTEM UNDER THE OWNESHIP OF THE ALYS BEACH NEIGHBORHOOD ASSOCIATION.
ALL QUANTITIES / VALUES PRESENTED HEREIN ARE APPROXIMATE ESTIMATES AND MAY DIFFER FROM ACTUAL VALUES.
INNERLIGHT ENGINEERING CORPORATION i The Drawings, Specifications, And Other Documents Prepared By Innerlight Engineering Corporation (iec) Are For The Sole Use On This Pro ect Unless Otherwise Provided, Iec Shall Be Deemed The Author And Retain All Common Law, Statutory And Other Reserved Rights, Including Copyright.	NOT RELEASED FOR CONSTRUCTION UNLESS SIGNED BY THE ENGINEER OF RECORD HERE: JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ

SOMERSET CDD	PAVEMENT MANAGEMENT MANUAL

TAB C – MAINTENANCE & RESTORATION QUANTITIES EXHIBIT

INNERLIGHT ENGINEERING CORPORATION	76

11490 Emerald Coast Parkway, Suite 2w
Miramar Beach I Florida I 32550

GRAPHIC SCALE

ALYS BEACH ROADWAY COMPREHENSIVE MAINTENANCE & RESTORATION QUANTITIES

Engineering Corporation

Serve

260	ROADWAY NAME & SEGMENT	FULL
RESTORATION (SF)	MANHOLE
RESTORATION (EA)	ROUTINE
RESTORATION (SF)	CURB
RESTORATION (LF)	
	E LA GARZA LANE	6,666	0	15,553	0	
	E SUGAR LUMP LANE	6,473	0	15,103	0	
	W LA GARZA LANE	8,044	0	18,769	0	
	W SUGAR LUMP LANE	8,478	0	19,781	0	
	TOTAL	29,659	0	69,205	0	

COMPREHENSIVE MAINTENANCE RESTORATION TYPES

130	0

65

•

(IN FEET)

130

CC
GG	DD

M	LEGEND

LIFT STATION SERVICE

DRIVE

N SOMERSET STREET (SEGMENT 2)

WHALEBONE ALLEY

LAKE MARILYN

1 inch =130 Feet

Innerlight

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THE APPLIED SCIENCE OF SUCCESS

PRIMARY ROADS SECONDARY ROADS ALLEYWAYS PARKING COURTS
COUNTRY ROAD 30A (SHOWN FOR REFERENCE ONLY)

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ALYS BEACH NEIGHBORHOOD ASSOCIATION (SHOWN FOR REFERENCE ONLY) TOWN CENTER ASSOCIATION ROADWAYS (SHOWN FOR REFERENCE ONLY)

D	A	NEIGHBORHOOD BLOCK & LOT NUMBER

BUTTERWOOD ALLEY

H
FF	BB
L	R

ALYS BEACH CDD
RESERVE STUDY
EBSCO GULF COAST DEVELOPMENT, INC. BOX 61-5500
ALYS BEACH, FLORIDA 32461-5500

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Record Data
DATE: 05.30.2024 REV. NO: N/A REV. DATE: N/A DRAWN BY: CRP
REVIEWED BY: JAM

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MAINTENANCE & RESTORATION QUANTITIES EXHIBIT

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SALT SPRAY ALLEY
(SEGMENT 1)

LIZARDS LEAP ALLEY
(SEGMENT 1)

ROADWAY CLASSIFICATION AND INVENTORY NOTES

Sheet Number

C:\IEC DROPBOX\PROJECTS\ALYS BEACH\ROADWAY RESERVE STUDY\5.0 COMMUNITY DEVELOPMENT DISTRICT STUDY\3.0 EXHIBITS\C - MAINTENANCE AND RESTORATION PLAN.DWG, Calla, 5/30/2024 11:11:03 AM

C

	THIS MAP IS AN SCHEMATIC EXHIBIT PREPARED ON MAY 30, 2024 FROM VARIOUS SOURCES OF INFORMATION INCLUDING, BUT NOT LIMITED TO, THE ALYS BEACH MASTER PLAN BY KHORY VOGT ARCHITECTS DATED JUNE, 2023, VARIOUS CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR INDIVIDUAL PHASE / BLOCK DEVELOPMENT, AND HISTORICAL AERIALS AND PHOTOGRAPHS.
THIS MAP IS NOT INTENDED TO INFER SURVEY GRADE ACCURACY. THIS MAP MAY BE UPDATED FROM TIME TO TIME AS WARRANTED.
AS OF THE DATE OF THIS EXHIBIT, ALYS BEACH IS CONTINUING BUILD-OUT DEVELOPMENT AND THEREFORE, COMMON / RIGHT OF WAY / FINAL LOT CONFIGURATION IS SUBJECT TO CHANGE FOR PORTIONS OF THE PROPERTY.
THIS MAP IS INTENDED TO BE SCHEMATIC AND GRAPHICAL IN NATURE DEPICTING THE ROADWAY SYSTEM UNDER THE OWNESHIP OF THE ALYS BEACH NEIGHBORHOOD ASSOCIATION.
ALL QUANTITIES / VALUES PRESENTED HEREIN ARE APPROXIMATE ESTIMATES AND MAY DIFFER FROM ACTUAL VALUES.
INNERLIGHT ENGINEERING CORPORATION i The Drawings, Specifications, And Other Documents Prepared By Innerlight Engineering Corporation (iec) Are For The Sole Use On This Pro ect Unless Otherwise Provided, Iec Shall Be Deemed The Author And Retain All Common Law, Statutory And Other Reserved Rights, Including Copyright.	NOT RELEASED FOR CONSTRUCTION UNLESS SIGNED BY THE ENGINEER OF RECORD HERE: JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ

SOMERSET CDD	PAVEMENT MANAGEMENT MANUAL

	TAB D - SCORING & COST EXHIBIT	

INNERLIGHT ENGINEERING CORPORATION	77

Engineering Corporation

ALYS BEACH ROADWAY COMPREHENSIVE MAINTENANCE SCORES & COSTS

Serve

260	ROADWAY	FULL	MANHOLE	ROUTINE	CURB
MAINTENANCE	TOTAL COST
ROADWAY NAME & SEGMENT	CONDITION SCORE	RESTORATION  RESTORATION  RESTORATION  RESTORATION
(0-100)	(A-F)	($)	($)	($)	($)	($)	
	E LA GARZA LANE	80	-B	$86,653	$0	$62,212	$0	$148,865	
	E SUGAR LUMP LANE	77	+C	$84,143	$0	$60,411	$0	$144,554	
	W LA GARZA LANE	77	+C	$104,568	$0	$75,074	$0	$179,642	
	W SUGAR LUMP LANE	73	C	$110,208	$0	$79,124	$0	$189,333	
	TOTAL			$385,573	$0	$276,821	$0	$662,394	

GRAPHIC SCALE

11490 Emerald Coast Parkway, Suite 2w
Miramar Beach I Florida I 32550

130	0	65	130

(IN FEET)

•

1 inch =130 Feet

M
CC

WHALEBONE ALLEY

GG	DD

N SOMERSET STREET (SEGMENT 2)

LAKE MARILYN

DRIVE

LEGEND

LIFT STATION SERVICE

Innerlight

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GRADE 'A' ROADS GRADE 'B' ROADS GRADE 'C' ROADS GRADE 'D' ROADS GRADE 'F' ROADS
COUNTRY ROAD 30A (SHOWN FOR REFERENCE ONLY)

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ALYS BEACH NEIGHBORHOOD ASSOCIATION (SHOWN FOR REFERENCE ONLY) TOWN CENTER ASSOCIATION ROADWAYS (SHOWN FOR REFERENCE ONLY)

FF	BB

D	A	NEIGHBORHOOD BLOCK & LOT NUMBER

BUTTERWOOD ALLEY

H

L	R

ALYS BEACH CDD
RESERVE STUDY
EBSCO GULF COAST DEVELOPMENT, INC. BOX 61-5500
ALYS BEACH, FLORIDA 32461-5500

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Record Data
DATE: 05.30.2024 REV. NO: N/A REV. DATE: N/A DRAWN BY: CRP
REVIEWED BY: JAM

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SCORING & COST EXHIBIT

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(SEGMENT 1)

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(SEGMENT 1)

ROADWAY CLASSIFICATION AND INVENTORY NOTES

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C:\IEC DROPBOX\PROJECTS\ALYS BEACH\ROADWAY RESERVE STUDY\5.0 COMMUNITY DEVELOPMENT DISTRICT STUDY\3.0 EXHIBITS\D - SCORING AND COST EXHIBIT.DWG, Calla, 5/30/2024 11:12:11 AM

D

	THIS MAP IS AN SCHEMATIC EXHIBIT PREPARED ON MAY 30, 2024 FROM VARIOUS SOURCES OF INFORMATION INCLUDING, BUT NOT LIMITED TO, THE ALYS BEACH MASTER PLAN BY KHORY VOGT ARCHITECTS DATED JUNE, 2023, VARIOUS CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR INDIVIDUAL PHASE / BLOCK DEVELOPMENT, AND HISTORICAL AERIALS AND PHOTOGRAPHS.
THIS MAP IS NOT INTENDED TO INFER SURVEY GRADE ACCURACY. THIS MAP MAY BE UPDATED FROM TIME TO TIME AS WARRANTED.
AS OF THE DATE OF THIS EXHIBIT, ALYS BEACH IS CONTINUING BUILD-OUT DEVELOPMENT AND THEREFORE, COMMON / RIGHT OF WAY / FINAL LOT CONFIGURATION IS SUBJECT TO CHANGE FOR PORTIONS OF THE PROPERTY.
THIS MAP IS INTENDED TO BE SCHEMATIC AND GRAPHICAL IN NATURE DEPICTING THE ROADWAY SYSTEM UNDER THE OWNESHIP OF THE ALYS BEACH NEIGHBORHOOD ASSOCIATION.
ALL QUANTITIES / VALUES PRESENTED HEREIN ARE APPROXIMATE ESTIMATES AND MAY DIFFER FROM ACTUAL VALUES.
INNERLIGHT ENGINEERING CORPORATION i The Drawings, Specifications, And Other Documents Prepared By Innerlight Engineering Corporation (iec) Are For The Sole Use On This Pro ect Unless Otherwise Provided, Iec Shall Be Deemed The Author And Retain All Common Law, Statutory And Other Reserved Rights, Including Copyright.	NOT RELEASED FOR CONSTRUCTION UNLESS SIGNED BY THE ENGINEER OF RECORD HERE: JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ

SOMERSET CDD	PAVEMENT MANAGEMENT MANUAL

 TAB E - PASSENGER TRAFFIC ROUTING EXHIBIT 

INNERLIGHT ENGINEERING CORPORATION	78

Engineering Corporation

ALYS BEACH ROADWAY CLASSIFICATION & ASSETS LIST
ROADWAY CLASSIFICATION	PAVEMENT COMPONENT INVENTORY

Serve

CURRENT  FUTURE  CURRENT  FUTURE	SUB

260		TYPE	LOADS AADT	LOADS AADT	TRAFFIC SEVERITY	TRAFFIC SEVERITY	
SF	
SF	
SF	
LF	
	E LA GARZA LANE	Primary	986	1,184	NONE	NONE	22,219	22,219	22,219	1,797	
	E SUGAR LUMP LANE	Primary	485	582	NONE	NONE	21,575	21,575	21,575	1,768	
	W LA GARZA LANE	Primary	695	834	LOW	NONE	26,812	26,812	26,812	2,277	
	W SUGAR LUMP LANE	Primary	445	534	LOW	NONE	28,259	28,259	28,259	2,246	
						TOTAL	98,865	98,865	98,865	8,088	

GRAPHIC SCALE
130	0	65	130

(IN FEET)

•

1 inch =130 Feet

ROADWAY NAME & SEGMENT	TRAFFIC

TRAFFIC

CONST.	CONST.	PAVERS	BASE

GRADE

CURBING

CC
GG	DD

M	LEGEND

LIFT STATION SERVICE

DRIVE

N SOMERSET STREET (SEGMENT 2)

WHALEBONE ALLEY

LAKE MARILYN

PRIMARY ROADS SECONDARY ROADS ALLEYWAYS PARKING COURTS

Innerlight

•

S OLVE

THE APPLIED SCIENCE OF SUCCESS

11490 Emerald Coast Parkway, Suite 2w
Miramar Beach I Florida I 32550

COUNTRY ROAD 30A (SHOWN FOR REFERENCE ONLY)

Think

ALYS BEACH NEIGHBORHOOD ASSOCIATION (SHOWN FOR REFERENCE ONLY) TOWN CENTER ASSOCIATION ROADWAYS (SHOWN FOR REFERENCE ONLY)

D	A	NEIGHBORHOOD BLOCK & LOT NUMBER

BUTTERWOOD ALLEY

H
FF
BB	L	R

ALYS BEACH CDD
RESERVE STUDY
EBSCO GULF COAST DEVELOPMENT, INC. BOX 61-5500
ALYS BEACH, FLORIDA 32461-5500

C
G
Q
AA

K

V

EE
SCHUYLER
COURT
B

Z

F	U
W LA GARZA LANE
AADT: 695
W SUGAR LUMP LANE	J
AADT: 445	P

YY

AB	A

Record Data
DATE: 05.30.2024

W LA GARZA LANE AADT: 695

XX

W SUGAR LUMP LANE AADT: 445

E	N	T

REV. NO: N/A REV. DATE: N/A DRAWN BY: CRP

AC

REVIEWED BY: JAM

W LA GARZA LANE
PP	AADT: 695

S

W SUGAR LUMP LANE
AADT: 445

SALT HOUSE LANE

HH

AC	NN

WAY	AADT: 485

VERDMONT

E LA GARZA LANE AADT: 986

W	X

E SUGAR LUMP LANE
LL

JJ

QQ
BLOCK QQ
FUTURE PARKING COURT

RR
BLOCK RR FUTURE PARKING COURT

E LA GARZA LANE AADT: 986

E SUGAR LUMP LANE AADT: 485

SS

Seal
NOT VALID WITHOUT SIGNATURE AND THE ORIGINAL SEAL

SALT SPRAY ALLEY
(SEGMENT 1)

LIZARDS LEAP ALLEY
(SEGMENT 1)

VV	UU	TT
ROADWAY CLASSIFICATION AND INVENTORY NOTES

SHEET TITLE

PASSENGER TRAFFIC ROUTING EXHIBIT

Sheet Number

C:\IEC DROPBOX\PROJECTS\ALYS BEACH\ROADWAY RESERVE STUDY\5.0 COMMUNITY DEVELOPMENT DISTRICT STUDY\3.0 EXHIBITS\E - PEDESTRIAN TRAFFIC ROUTING EXHIBIT.DWG, Calla, 5/30/2024 11:14:26 AM

E

	THIS MAP IS AN SCHEMATIC EXHIBIT PREPARED ON MAY 30, 2024 FROM VARIOUS SOURCES OF INFORMATION INCLUDING, BUT NOT LIMITED TO, THE ALYS BEACH MASTER PLAN BY KHORY VOGT ARCHITECTS DATED JUNE, 2023, VARIOUS CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR INDIVIDUAL PHASE / BLOCK DEVELOPMENT, AND HISTORICAL AERIALS AND PHOTOGRAPHS.
THIS MAP IS NOT INTENDED TO INFER SURVEY GRADE ACCURACY. THIS MAP MAY BE UPDATED FROM TIME TO TIME AS WARRANTED.
AS OF THE DATE OF THIS EXHIBIT, ALYS BEACH IS CONTINUING BUILD-OUT DEVELOPMENT AND THEREFORE, COMMON / RIGHT OF WAY / FINAL LOT CONFIGURATION IS SUBJECT TO CHANGE FOR PORTIONS OF THE PROPERTY.
THIS MAP IS INTENDED TO BE SCHEMATIC AND GRAPHICAL IN NATURE DEPICTING THE ROADWAY SYSTEM UNDER THE OWNESHIP OF THE ALYS BEACH NEIGHBORHOOD ASSOCIATION.
ALL QUANTITIES / VALUES PRESENTED HEREIN ARE APPROXIMATE ESTIMATES AND MAY DIFFER FROM ACTUAL VALUES.
INNERLIGHT ENGINEERING CORPORATION i The Drawings, Specifications, And Other Documents Prepared By Innerlight Engineering Corporation (iec) Are For The Sole Use On This Pro ect Unless Otherwise Provided, Iec Shall Be Deemed The Author And Retain All Common Law, Statutory And Other Reserved Rights, Including Copyright.	NOT RELEASED FOR CONSTRUCTION UNLESS SIGNED BY THE ENGINEER OF RECORD HERE: JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ

SOMERSET CDD	PAVEMENT MANAGEMENT MANUAL

TAB F - CURRENT CONSTRUCTION TRAFFIC ROUTING EXHIBIT

INNERLIGHT ENGINEERING CORPORATION	79

Engineering Corporation

ALYS BEACH ROADWAY CLASSIFICATION & ASSETS LIST
ROADWAY CLASSIFICATION	PAVEMENT COMPONENT INVENTORY

Serve

CURRENT  FUTURE  CURRENT  FUTURE	SUB

260		TYPE	LOADS AADT	LOADS AADT	TRAFFIC SEVERITY	TRAFFIC SEVERITY	
SF	
SF	
SF	
LF	
	E LA GARZA LANE	Primary	986	1,184	NONE	NONE	22,219	22,219	22,219	1,797	
	E SUGAR LUMP LANE	Primary	485	582	NONE	NONE	21,575	21,575	21,575	1,768	
	W LA GARZA LANE	Primary	695	834	LOW	NONE	26,812	26,812	26,812	2,277	
	W SUGAR LUMP LANE	Primary	445	534	LOW	NONE	28,259	28,259	28,259	2,246	
						TOTAL	98,865	98,865	98,865	8,088	

GRAPHIC SCALE
130	0	65	130

(IN FEET)

•

1 inch =130 Feet

ROADWAY NAME & SEGMENT	TRAFFIC

TRAFFIC

CONST.	CONST.	PAVERS	BASE

GRADE

CURBING

M
CC
GG	DD

N SOMERSET STREET (SEGMENT 2)

LAKE MARILYN

D

DRIVE

LEGEND

LIFT STATION SERVICE

Innerlight

Think

•

S OLVE

THE APPLIED SCIENCE OF SUCCESS

11490 Emerald Coast Parkway, Suite 2w
Miramar Beach I Florida I 32550

CURRENT CONSTRUCTION PRESENCE SEVERITY: HIGH CURRENT CONSTRUCTION PRESENCE SEVERITY: MEDIUM
CURRENT CONSTRUCTION PRESENCE SEVERITY: LOW		
CURRENT CONSTRUCTION PRESENCE SEVERITY: NONE											
COUNTRY ROAD 30A (SHOWN FOR REFERENCE ONLY)											
ALYS BEACH NEIGHBORHOOD ASSOCIATION (SHOWN FOR REFERENCE ONLY)											
TOWN CENTER ASSOCIATION ROADWAYS (SHOWN FOR REFERENCE ONLY)

NEIGHBORHOOD BLOCK & LOT NUMBER											

A

WHALEBONE ALLEY

BUTTERWOOD ALLEY

H
FF	BB
L	R

ALYS BEACH CDD
RESERVE STUDY
EBSCO GULF COAST DEVELOPMENT, INC. BOX 61-5500
ALYS BEACH, FLORIDA 32461-5500

C
G
Q

V

EE
SCHUYLER
COURT

U

W LA GARZA LANE

W SUGAR
LUMP LANE	P

AB

Record Data
DATE: 05.30.2024

YY

AC

SALT HOUSE LANE

AC
VERDMONT WAY

W LA GARZA LANE

W SUGAR LUMP LANE

W LA GARZA LANE

W SUGAR LUMP LANE

QQ
BLOCK QQ
FUTURE PARKING COURT

N

S

E LA GARZA LANE

E SUGAR LUMP LANE

RR
BLOCK RR FUTURE PARKING COURT

VV

T

W	X

E LA GARZA LANE

E SUGAR LUMP LANE

SS

TT

REV. NO: N/A REV. DATE: N/A DRAWN BY: CRP
REVIEWED BY: JAM

Seal
NOT VALID WITHOUT SIGNATURE AND THE ORIGINAL SEAL

SHEET TITLE
CURRENT CONSTRUCTION TRAFFIC ROUTING EXHIBIT

UU

SALT SPRAY ALLEY
(SEGMENT 1)

LIZARDS LEAP ALLEY
(SEGMENT 1)

ROADWAY CLASSIFICATION AND INVENTORY NOTES

Sheet Number

C:\IEC DROPBOX\PROJECTS\ALYS BEACH\ROADWAY RESERVE STUDY\5.0 COMMUNITY DEVELOPMENT DISTRICT STUDY\3.0 EXHIBITS\F - CURRENT CONSTRUCTION TRAFFIC ROUTING EXHIBIT.DWG, Calla, 5/30/2024 11:16:16 AM

F

	THIS MAP IS AN SCHEMATIC EXHIBIT PREPARED ON MAY 30, 2024 FROM VARIOUS SOURCES OF INFORMATION INCLUDING, BUT NOT LIMITED TO, THE ALYS BEACH MASTER PLAN BY KHORY VOGT ARCHITECTS DATED JUNE, 2023, VARIOUS CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR INDIVIDUAL PHASE / BLOCK DEVELOPMENT, AND HISTORICAL AERIALS AND PHOTOGRAPHS.
THIS MAP IS NOT INTENDED TO INFER SURVEY GRADE ACCURACY. THIS MAP MAY BE UPDATED FROM TIME TO TIME AS WARRANTED.
AS OF THE DATE OF THIS EXHIBIT, ALYS BEACH IS CONTINUING BUILD-OUT DEVELOPMENT AND THEREFORE, COMMON / RIGHT OF WAY / FINAL LOT CONFIGURATION IS SUBJECT TO CHANGE FOR PORTIONS OF THE PROPERTY.
THIS MAP IS INTENDED TO BE SCHEMATIC AND GRAPHICAL IN NATURE DEPICTING THE ROADWAY SYSTEM UNDER THE OWNESHIP OF THE ALYS BEACH NEIGHBORHOOD ASSOCIATION.
ALL QUANTITIES / VALUES PRESENTED HEREIN ARE APPROXIMATE ESTIMATES AND MAY DIFFER FROM ACTUAL VALUES.
INNERLIGHT ENGINEERING CORPORATION i The Drawings, Specifications, And Other Documents Prepared By Innerlight Engineering Corporation (iec) Are For The Sole Use On This Pro ect Unless Otherwise Provided, Iec Shall Be Deemed The Author And Retain All Common Law, Statutory And Other Reserved Rights, Including Copyright.	NOT RELEASED FOR CONSTRUCTION UNLESS SIGNED BY THE ENGINEER OF RECORD HERE: JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ

SOMERSET CDD	PAVEMENT MANAGEMENT MANUAL

TAB G - FUTURE CONSTRUCTION TRAFFIC ROUTING

INNERLIGHT ENGINEERING CORPORATION	80

Engineering Corporation

ALYS BEACH ROADWAY CLASSIFICATION & ASSETS LIST
ROADWAY CLASSIFICATION	PAVEMENT COMPONENT INVENTORY

Serve

CURRENT  FUTURE  CURRENT  FUTURE	SUB

260		TYPE	LOADS AADT	LOADS AADT	TRAFFIC SEVERITY	TRAFFIC SEVERITY	
SF	
SF	
SF	
LF	
	E LA GARZA LANE	Primary	986	1,184	NONE	NONE	22,219	22,219	22,219	1,797	
	E SUGAR LUMP LANE	Primary	485	582	NONE	NONE	21,575	21,575	21,575	1,768	
	W LA GARZA LANE	Primary	695	834	LOW	NONE	26,812	26,812	26,812	2,277	
	W SUGAR LUMP LANE	Primary	445	534	LOW	NONE	28,259	28,259	28,259	2,246	
						TOTAL	98,865	98,865	98,865	8,088	

GRAPHIC SCALE
130	0	65	130

(IN FEET)

•

1 inch =130 Feet

ROADWAY NAME & SEGMENT	TRAFFIC

TRAFFIC

CONST.	CONST.	PAVERS	BASE

GRADE

CURBING

M
CC
GG	DD

N SOMERSET STREET (SEGMENT 2)

LAKE MARILYN

D

DRIVE

LEGEND

LIFT STATION SERVICE

A

PROPOSED FUTURE CONSTRUCTION TRAFFIC ROUTES PROPOSED LIMITED ACCESS AREAS

S OLVE

THE APPLIED SCIENCE OF SUCCESS

11490 Emerald Coast Parkway, Suite 2w
Miramar Beach I Florida I 32550

COUNTRY ROAD 30A (SHOWN FOR REFERENCE ONLY)

Innerlight

Think

•

ALYS BEACH NEIGHBORHOOD ASSOCIATION (SHOWN FOR REFERENCE ONLY) TOWN CENTER ASSOCIATION ROADWAYS (SHOWN FOR REFERENCE ONLY) NEIGHBORHOOD BLOCK & LOT NUMBER

WHALEBONE ALLEY

BUTTERWOOD ALLEY

H
FF	BB
L	R

ALYS BEACH CDD
RESERVE STUDY
EBSCO GULF COAST DEVELOPMENT, INC. BOX 61-5500
ALYS BEACH, FLORIDA 32461-5500

C
G
Q

V

EE
SCHUYLER
COURT

U

W LA GARZA LANE

W SUGAR
LUMP LANE	P

AB

Record Data
DATE: 05.30.2024

YY

AC

SALT HOUSE LANE

AC
VERDMONT WAY

W LA GARZA LANE

W SUGAR LUMP LANE

W LA GARZA LANE

W SUGAR LUMP LANE

QQ
BLOCK QQ
FUTURE PARKING COURT

N

S

E LA GARZA LANE

E SUGAR LUMP LANE

RR
BLOCK RR FUTURE PARKING COURT

VV

T

W	X

E LA GARZA LANE

E SUGAR LUMP LANE

SS

REV. NO: N/A REV. DATE: N/A DRAWN BY: CRP
REVIEWED BY: JAM

Seal
NOT VALID WITHOUT SIGNATURE AND THE ORIGINAL SEAL

SHEET TITLE

FUTURE CONSTRUCTION TRAFFIC ROUTING

UU

TT

SALT SPRAY ALLEY
(SEGMENT 1)

LIZARDS LEAP ALLEY
(SEGMENT 1)

ROADWAY CLASSIFICATION AND INVENTORY NOTES

Sheet Number

C:\IEC DROPBOX\PROJECTS\ALYS BEACH\ROADWAY RESERVE STUDY\5.0 COMMUNITY DEVELOPMENT DISTRICT STUDY\3.0 EXHIBITS\G - FUTURE CONSTRUCTION TRAFFIC ROUTING EXHIBIT.DWG, Calla, 5/30/2024 11:19:46 AM

G

	THIS MAP IS AN SCHEMATIC EXHIBIT PREPARED ON MAY 30, 2024 FROM VARIOUS SOURCES OF INFORMATION INCLUDING, BUT NOT LIMITED TO, THE ALYS BEACH MASTER PLAN BY KHORY VOGT ARCHITECTS DATED JUNE, 2023, VARIOUS CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR INDIVIDUAL PHASE / BLOCK DEVELOPMENT, AND HISTORICAL AERIALS AND PHOTOGRAPHS.
THIS MAP IS NOT INTENDED TO INFER SURVEY GRADE ACCURACY. THIS MAP MAY BE UPDATED FROM TIME TO TIME AS WARRANTED.
AS OF THE DATE OF THIS EXHIBIT, ALYS BEACH IS CONTINUING BUILD-OUT DEVELOPMENT AND THEREFORE, COMMON / RIGHT OF WAY / FINAL LOT CONFIGURATION IS SUBJECT TO CHANGE FOR PORTIONS OF THE PROPERTY.
THIS MAP IS INTENDED TO BE SCHEMATIC AND GRAPHICAL IN NATURE DEPICTING THE ROADWAY SYSTEM UNDER THE OWNESHIP OF THE ALYS BEACH NEIGHBORHOOD ASSOCIATION.
ALL QUANTITIES / VALUES PRESENTED HEREIN ARE APPROXIMATE ESTIMATES AND MAY DIFFER FROM ACTUAL VALUES.
INNERLIGHT ENGINEERING CORPORATION i The Drawings, Specifications, And Other Documents Prepared By Innerlight Engineering Corporation (iec) Are For The Sole Use On This Pro ect Unless Otherwise Provided, Iec Shall Be Deemed The Author And Retain All Common Law, Statutory And Other Reserved Rights, Including Copyright.	NOT RELEASED FOR CONSTRUCTION UNLESS SIGNED BY THE ENGINEER OF RECORD HERE: JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ

SOMERSET CDD	PAVEMENT MANAGEMENT MANUAL

TAB H – MAINTENANCE PRIORITY MASTER PLAN EXHIBIT

INNERLIGHT ENGINEERING CORPORATION	81

Engineering Corporation

ALYS BEACH ROADWAY OVERALL MAINTENANCE MASTER PLAN
COMP.	TARGETED	COMP.	TOTAL	TOTAL

Serve

ROADWAY NAME & SEGMENT

MAINT.

MAINT.	MAINT.	MAINT.

MAINT.	BUDGET	TOTAL BUDGET

REMAINING

11490 Emerald Coast Parkway, Suite 2w
Miramar Beach I Florida I 32550

E SUGAR LUMP LANE	1	$34,401.50	$144,553.83 $178,955.34	5	$200,000.00	$200,000.00	$21,044.66	
E LA GARZA LANE	2	$27,521.20	$148,865.15 $176,386.35	9	$160,000.00	$181,044.66	$4,658.31	
W SUGAR LUMP LANE	3	$41,281.80	$189,332.55 $230,614.36	15	$240,000.00	$244,658.31	$14,043.96	
W LA GARZA LANE	4	$34,401.50	$179,642.46 $214,043.96	20	$200,000.00	$214,043.96	$0.00	

GRAPHIC SCALE

PRIORITY	COST	COST	COST RANK

YEAR	CONT.	ACCUMULATION

BUDGET

130	0

65
(IN FEET)

130	260

•

1 inch =130 Feet

CC
GG	DD

M	LEGEND

LIFT STATION SERVICE

DRIVE

N SOMERSET STREET (SEGMENT 2)

WHALEBONE ALLEY

LAKE MARILYN

PRIORITY YEARS (1 - 5)

S OLVE

THE APPLIED SCIENCE OF SUCCESS

PRIORITY YEARS (6 - 10)

PRIORITY YEARS (11 - 15)

Innerlight

•

PRIORITY YEARS (16 - 20)

COUNTRY ROAD 30A (SHOWN FOR REFERENCE ONLY)

Think

ALYS BEACH NEIGHBORHOOD ASSOCIATION (SHOWN FOR REFERENCE ONLY) TOWN CENTER ASSOCIATION ROADWAYS (SHOWN FOR REFERENCE ONLY)

D	A	NEIGHBORHOOD BLOCK & LOT NUMBER

BUTTERWOOD ALLEY

H
FF	BB
L	R

ALYS BEACH CDD
RESERVE STUDY
EBSCO GULF COAST DEVELOPMENT, INC. BOX 61-5500
ALYS BEACH, FLORIDA 32461-5500

C
G
Q

V

EE
SCHUYLER
COURT

U

AB	YY AC

SALT HOUSE LANE

AC
VERDMONT WAY

P

N	T

S

W	X
QQ
BLOCK QQ
FUTURE PARKING COURT

Record Data
DATE: 05.30.2024 REV. NO: N/A REV. DATE: N/A DRAWN BY: CRP
REVIEWED BY: JAM

Seal
NOT VALID WITHOUT SIGNATURE AND THE ORIGINAL SEAL

RR

SS

BLOCK RR FUTURE PARKING COURT

VV

SHEET TITLE

TT

MAINTENANCE PRIORITY MASTER PLAN EXHIBIT

UU

SALT SPRAY ALLEY
(SEGMENT 1)

LIZARDS LEAP ALLEY
(SEGMENT 1)

ROADWAY CLASSIFICATION AND INVENTORY NOTES

Sheet Number

C:\IEC DROPBOX\PROJECTS\ALYS BEACH\ROADWAY RESERVE STUDY\5.0 COMMUNITY DEVELOPMENT DISTRICT STUDY\3.0 EXHIBITS\H - MAINTENANCE PRIORITY MASTER PLAN.DWG, Calla, 5/30/2024 11:22:00 AM

H

	THIS MAP IS AN SCHEMATIC EXHIBIT PREPARED ON MAY 30, 2024 FROM VARIOUS SOURCES OF INFORMATION INCLUDING, BUT NOT LIMITED TO, THE ALYS BEACH MASTER PLAN BY KHORY VOGT ARCHITECTS DATED JUNE, 2023, VARIOUS CIVIL ENGINEERING CONSTRUCTION DRAWINGS FOR INDIVIDUAL PHASE / BLOCK DEVELOPMENT, AND HISTORICAL AERIALS AND PHOTOGRAPHS.
THIS MAP IS NOT INTENDED TO INFER SURVEY GRADE ACCURACY. THIS MAP MAY BE UPDATED FROM TIME TO TIME AS WARRANTED.
AS OF THE DATE OF THIS EXHIBIT, ALYS BEACH IS CONTINUING BUILD-OUT DEVELOPMENT AND THEREFORE, COMMON / RIGHT OF WAY / FINAL LOT CONFIGURATION IS SUBJECT TO CHANGE FOR PORTIONS OF THE PROPERTY.
THIS MAP IS INTENDED TO BE SCHEMATIC AND GRAPHICAL IN NATURE DEPICTING THE ROADWAY SYSTEM UNDER THE OWNESHIP OF THE ALYS BEACH NEIGHBORHOOD ASSOCIATION.
ALL QUANTITIES / VALUES PRESENTED HEREIN ARE APPROXIMATE ESTIMATES AND MAY DIFFER FROM ACTUAL VALUES.
INNERLIGHT ENGINEERING CORPORATION i The Drawings, Specifications, And Other Documents Prepared By Innerlight Engineering Corporation (iec) Are For The Sole Use On This Pro ect Unless Otherwise Provided, Iec Shall Be Deemed The Author And Retain All Common Law, Statutory And Other Reserved Rights, Including Copyright.	NOT RELEASED FOR CONSTRUCTION UNLESS SIGNED BY THE ENGINEER OF RECORD HERE: JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ

Tab 17

votewalton.gov
571 US Hwy 90 East, Ste 102 DeFuniak Springs, FL 32433

(850) 892-8112 Phone
(850) 892-8113 FAX

Ryan Messer, Supervisor of Elections Walton County, Florida

April 15, 2024
Kim O’Mera, District Manager

Re: Somerset Community Development District

This letter is in response to your request for the number of registered voters within the Somerset Community Development District as of April 15, 2024, pursuant to Chapter 190.006(3)(a)(2d), Florida Statutes.
We are showing that there were 153 eligible registered voters, including active and inactive, in that district as of April 15, 2024,

Sincerely,

Ryan Messer Supervisor of Elections