NatureWalk Community Development District

Board of Supervisors’ Meeting April 4, 2024

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

www.naturewalkcdd.org

NATUREWALK
COMMUNITY DEVELOPMENT DISTRICT AGENDA
Walton Area Chamber of Commerce, 63 South Centre Trail, Santa Rosa Beach, FL 32459

District Board of Supervisors	Jonette Coram	Chairman	
	Todd Egizii	Vice Chairman	
	Mike Grubbs	Assistant Secretary	
	Danell Head	Assistant Secretary	
	Skylar Lee	Assistant Secretary	

District Manager	
Holly Bailey	
Rizzetta & Company, Inc.	
District Counsel	Joseph Brown	Kutak Rock LLP	
District Engineer	Jim Martelli, P.E.	Innerlight Engineering Corporation	
Bond Counsel	Cynthia E. Wilhelm	Nabors, Giblin & Nickerson, P.A.	

All cellular phones must be placed on mute 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/workshop by contacting the District Manager at (239) 936-0913. 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.

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

Board of Supervisors NatureWalk Community Development District

April 3, 2024

REVISED AGENDA

Dear Board Members:

The regular meeting of the Board of Supervisors of the NatureWalk Community Development District will be held on Thursday, April 4, 2024, at 12:00 p.m. (Central Time) at the Walton Area Chamber of Commerce, located at 63 South Centre Trail, Santa Rosa Beach, FL 32459. 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 March 7, 2024	Tab 1
Ratification of the Operations and Maintenance Expenditures for
the Month of February 2024	Tab 2
STAFF REPORTS
District Landscape Provider	Tab 3
Presentation of District Landscaping Reports
District Counsel
Update on Parcels
Update on Tract 2900 Easement Request
Update on HOA Irrigation MOU
District Engineer	Tab 4
Resolution of Pond 28 Beaver Dam, Habitat and Weir Reconstruction SOW
Review of 1121 Sandgrass Erosion Repair by Emerald Coast Scapes
Bridge 1 West Approach Scope of Work for Speed Bump Installation
Scope of Work for Pond 12 Fence at 28 Salamander Plus Vendors
Pond 12 Fence Line Encroachment Updates
District Manager
Pat Shae Roadway Replacement Project
Update on Trash Collectors
Update on Elsankary Towing
Update on Community Email Blast and USPS Mailing
Update on Sandgrass Encroachment

NatureWalk Community Development District
Agenda – Page 2 March 28, 2024

BUSINESS ITEMS
Update Discussion/Consideration of Pond Bank Erosion Repair Proposal – Emerald Coast Scapes
Discussion and Consideration of Reserve Study…………………...	Tab 5
Ratification Addendum to Agreement for Alleyway Concrete
Repair Service - Pat Shae Concrete Revised Contract.………………	Tab 6
Discussion and Consideration of Stormwater Fencing Around All Retention Ponds Adjacent to Streets
Discussion and Consideration of Inspection & Structural Assessment
Of Vehicular Bridges Proposal – Atlas Engineering and Consulting…….	Tab 7
SUPERVISOR REQUESTS AND AUDIENCE COMMENTS
ADJOURNMENT

I look forward to seeing you at the meeting. In the meantime, if you have any questions, please do not hesitate to call me at (850) 334-9055.
Sincerely, Holly Bailey
District Manager

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	NATUREWALK
9	COMMUNITY DEVELOPMENT DISTRICT
10
The special meeting of the Board of Supervisors of the NatureWalk Community
Development District was held on Thursday, March 7, 2024, at 12:00 p.m. at Walton Area
Chamber of Commerce, located at 63 South Centre Trail, Santa Rosa Beach, FL 32459.
14
15	Present and constituting a quorum:
16
Jonette Coram	Board Supervisor, Chairman
Todd Egizii	Board Supervisor, Vice Chairman
Mike Grubbs	Board Supervisor, Assistant Secretary
Danell Head	Board Supervisor, Assistant Secretary
Skylar Lee	Board Supervisor, Assistant Secretary
(via speakerphone)
23
24
25	Also present were:
26
Kim O’Mera	District Manager, Rizzetta & Company, Inc.
Holly Bailey	District Manager, Rizzetta & Company, Inc.
Joseph Brown	District Counsel, Kutak Rock
(via speakerphone)
Jess Smith	Landscape Provider, GreenEarth
Jim Martelli	District Engineer, Innerlight Engineering
(via speakerphone)
34
35
36
37	FIRST ORDER OF BUSINESS	Call to Order
38
39	Ms. O’Mera called the meeting to order at 12:01 p.m.
40
41
42	SECOND ORDER OF BUSINESS	Audience Comments on Agenda Items
43
There was one (1) audience member present. An audience member gave comments on
ducks in stormwater retention ponds.

THIRD ORDER OF BUSINESS	Consideration of the Minutes of the
Regular Board of Supervisor Meeting
held on February 8, 2024
50
51

On a motion by Ms. Coram, seconded by Mr. Egizii, with all in favor, the Board approved the Minutes of the Board of Supervisors Meeting held on February 8, 2024, for NatureWalk Community Development District.

52
FOURTH ORDER OF BUSINESS	Ratification of the Operations and
Maintenance Expenditures for the
Month of January 2024
56

On a motion by Ms. Coram, seconded by Mr. Egizii, with all in favor, the Board ratified Operations and Maintenance Expenditures for the Month of January 2024, in the amount of $43,789.26, for NatureWalk Community Development District.

57
58
FIFTH ORDER OF BUSINESS	Consideration of Resolution 2024-05,
Re–Designating an Assistant Secretary
61

On a motion by Ms. Head, seconded by Ms. Coram, with all in favor, the Board adopted Resolution 2024-05 Re–Designating an Assistant Secretary, removing Ken Rice and appointing Holley Bailey as Assistant Secretary, for NatureWalk Community Development District.

62
63
64	SIXTH ORDER OF BUSINESS	Staff Reports
65
A. District Landscape Provider
1. Presentation of District Landscaping Reports
Ms. Smith reviewed the landscaping reports with the Board noting that the Yaupon
Holley project was completed.
70
2. Presentation of Turf Replacement Proposals
Ms. Smith presented the proposals for turf replacements and general discussion
took place.
74
B. District Counsel
Mr. Brown provided an update on parcel activity and general discussion took place.
77
78

80
C. District Engineer
1. Update on District Maps – Sidewalks and Medians
Mr. Martelli shared that a first draft of the changes to the maps would be provided
to Ms. Coram by the end of the day. A general discussion took place.
85
2. Update on Pat Shae Roadway Replacement Project
Ms. O’Mera shared that the contract has been executed and she is working with
the vendor to return Certificates of Insurance, noting that Pat Shae’s Concrete was
amendable to the timeline. Ms. Bailey would be coordinating communication
actions with Ms. Coram.
91
3. Review of Pond 28 Beaver Dams
Mr. Martelli presented his reviews of the beaver dam activity and potential impacts
and needs. Mr. Martelli will reach out to an Environmental Consultant for input on
relocating the beavers and the associated costs.
96

On a motion by Ms. Coram, seconded by Mr. Egizii, with all in favor, the Board authorized Mr. Martelli to solicit proposals from an Environmental Consultant on beaver removal steps, and proposals to address the weir and dams, for NatureWalk Community Development District.

97
Ms. Coram referenced photos collected following a request from the owner of 28
Salamander Circle for maintenance of the fence behind the property, noting it was an
area that the previous property owner had landscaping encroachments present. Ms.
Coram requested that Mr. Martelli perform a site visit to evaluate existing
encroachments along the stretch of the fencing and recommendations on necessary
maintenance.
104

On a motion by Ms. Coram, seconded by Mr. Egizii, with all in favor, the Board authorized Mr. Martelli to perform a site visit to Pond 12 to evaluate the need for fencing repairs and perform an audit along the fence line for encroachments, for NatureWalk Community Development District.

105
D. District Manager
Ms. Bailey introduced herself as the new District Manager for NatureWalk Community
Development District and general discussion took place.
109
Ms. O’Mera stated that the Walton County Supervisor of Elections confirmed 196
Registered Voters in the District.
112
1. Update on Nature Bridges Project
The Pay Application for Nature Bridges was executed by Atlas Engineering and pending
payment.

2. Update on Atlas Engineering Inspection
The inspection was completed, Atlas Engineering signed the Pay Application from
Nature Bridges.
120
3. Update on Signaroma Street Sign Repair Project
The agreement was executed, Certificates of Insurance reviewed, and the project was
pending the disbursement of the deposit.
124
4. Update on Sandgrass Encroachments
Ms. O’Mera noted that the owner contacted her office and had not returned her attempts
to reach him. The District had not received an Encroachment Agreement or review fee
payment from the owner. District Management would coordinate with Counsel to
prepare a follow-up notice to the owner.
130
131
SEVENTH ORDER OF BUSINESS	Consideration	of	Turf	Replacement
Proposals – Green Earth Southeast, LLC
134

On a motion by Mr. Egizii, seconded by Ms. Head, with all in favor, the Board approved Proposal #46369 from GreenEarth for Turf Replacement at Sandgrass Front Entrance Plus P & Q, in the amount of $13,900.00, for NatureWalk Community Development District.

135
136
EIGHTH ORDER OF BUSINESS	Consideration of Pond Bank Erosion
Repair	Proposal	–	Emerald	Coast
Scapes, LLC
140

On a motion by Ms. Coram, seconded by Ms. Head, with all in favor, the Board approved a not-to-exceed in the amount of $5,000.00, for erosion repairs behind 1121 Sandgrass Boulevard, by Emerald Coast Scapes, upon final review and approval of the scope of work by District Engineer, for NatureWalk Community Development District.

141
NINTH ORDER OF BUSINESS	Discussion/Consideration	of	Actions
Related	to	Ducks	in	Stormwater
Retention Ponds
145
146	General discussion ensued amongst the Board with input from District Counsel.
147

On a motion by Mr. Egizii, seconded by Mr. Grubbs, with all in favor, the Board approved to have the unauthorized platform removed from the stormwater retention pond by The Lake Doctors, approving a not-to-exceed in the amount of $500.00, and a communication request to the HOA for a reminder to residents on not bringing in or feeding wildlife, for NatureWalk Community Development District.

149		
150	TENTH ORDER OF BUSINESS	Discussion/Consideration of Revisions	
151		to the Speed Bump Installation and	
152		Removal Project	
153			
Ms. Coram explained anticipated changes contingent of the vendors' site visit. She gave a
detailed description of his findings and recommendations. Discussion ensued amongst the
Board. Ms. Coram mentioned that she would be provided with a new proposal at a later date
which would itemize the costs of each item. Ms. Coram expressed to have a proposal by the
April meeting.
159
160
161	ELEVENTH ORDER OF BUSINESS	Discussion of HOA Irrigation MOU
162
163
Ms. Coram described all irrigation to HOA Common Areas are on District controllers with the
exception of the Gathering Place. Given that the HOA is using an alternative landscaping
contractor, she highlighted the need for a form of agreement to outline necessary prior
approval required by the District in advance of any adjustments to District’s equipment.
168
General discussion took place. Mr. Brown was asked to prepare a preliminary form of
agreement for continued discussion at the April meeting.
171
172
173
TWELFTH ORDER OF BUSINESS	Supervisor	Requests	and	Audience
Comments
176
Mr. Egizii:
Motion to Add a business item to the April meeting agenda on behalf of the HOA
representative request. Discussion and Consideration of Stormwater Fencing around all
Retention Ponds Adjacent to Streets.
181
182

On a motion by Mr. Egizii, seconded by Mr. Grubbs, with all in favor, the Board approved to adding Discussion and Consideration of Stormwater Fencing around all Retention Ponds Adjacent to Streets to the April Meeting Agenda on behalf of the HOA, for NatureWalk Community Development District.

183
184
Ms. Coram reviewed District action items and upcoming business. There was general
agreement amongst the Board for Ms. Coram to manage the sprint pine straw application.
187
188

190		
191	THIRTEENTH ORDER OF BUSINESS	Adjournment	
192			
193			
On a motion by Ms. Head, seconded by Ms. Egizii, with all in favor, the Board Adjourned the Meeting at 2:08 P.M., for NatureWalk Community Development District.	
194			
195	 		 		
196	Secretary/Assistant Secretary	Chairman/ Vice Chairman	
197			
198			

Tab 2

NatureWalk Community Development District

DISTRICT OFFICE ꞏ PANAMA CITY BEACH, FL 32407
 Mailing Address ꞏ 3434 Colwell Avenue, Suite 200 ꞏ Tampa, Florida 33614 www.NatureWalkCDD.org

Operations and Maintenance Expenditures February 2024
For Board Approval

Attached please find the check register listing the Operation and Maintenance expenditures paid from February 1, 2024 through February 29, 2024. This does not include expenditures previously approved by the Board.

The total items being presented:	$50,498.17

Approval of Expenditures:

	 Chairperson

	 Vice Chairperson

	 Assistant Secretary

Vendor Name	 Check Number	 Invoice Number	 Invoice Description	  Invoice Amount

CHELCO	100332	Monthly Summary 01/24	Electric Services 01/24	$	1,411.36	
Danell Head	100335	DH020824	Board of Supervisors Meeting 02/08/24	$	200.00	
Gannett Florida LocaliQ	100336	0006202244 01/24	Account #536208 Legal Advertising 01/24	$	308.90	
GreenEarth Southeast,	100333	80748	Landscape Maintenance 01/24	$	11,890.44	
LLC
GreenEarth Southeast,	
100341	
82711	
Landscape Maintenance 02/24	
$	11,890.44	
LLC
Gulf Coast Electric	
100342	
3202	
Electrician Services 02/24	
$	864.99	
Innerlight Engineering	100343	8353	Engineering Services 10/23 -02/24	$	10,325.00	
Corporation IPFS Corporation	
100331	
GAA-D39618 Payment Five	
GAA-D39618 Payment Five 03/2024	
$	5,694.87	

Jonette Anne Coram	
100337	03/2024
JC020824	
Board of Supervisors Meeting 02/08/24	
$	200.00	
Michael W Grubbs	100338	MG020824	Board of Supervisors Meeting 02/08/24	$	200.00	
Rizzetta & Company, Inc.	100328	INV0000087070	District Management Fees 02/24	$	4,966.17	
The Lake Doctors, Inc.	100344	1846670	Pond Maintenance 01/24	$	746.00	
The Lake Doctors, Inc.	100344	1854574	Fountain Cleaning 02/24	$	179.00	
The Lake Doctors, Inc.	100344	1854576	Pond Maintenance 02/24	$	746.00	

Vendor Name	 Check Number	 Invoice Number	 Invoice Description	  Invoice Amount

Todd B. Egizii	100339	TE020824	Board of Supervisors Meeting 02/08/24	$	200.00	
VGlobal Tech	100334	5841	ADA Website Maintenance 02/24	$	300.00	
Walton County Chamber	100340	43243	Board Room Rental 04/04/24	$	125.00	
of Commerce
Walton County Chamber	
100340	
43244	
Board Room Rental 05/02/24	
$	125.00	
of Commerce
Walton County Chamber	
100345	
43242	
Board Room Rental 03/7/24	
$	125.00	
of Commerce					

Report Total	$	50,498.17

Tab 3

March Completed Services Nature Walk CDD

Chemical:
Shrub bed pre-emergent. March 15th
Turf pre-emergent. – March 4th
Oak Tree Fer�liza�on (328 trees) – March 15th and 29th
General Maintenance: Bi – Weekly
March 11th
March 27th

Nature Walk Trail Maintenance
March 27th

3 Focal Ponds
March 11th

Irriga�on Audit
March 29th ( Not completed yet )

Pruning – Should be completed by March 5th.
Completed March 6th.
Grasses around sunset pond completed March 11th.

April Anticipated Services Nature Walk CDD

Chemical:
Turf Fertilizer – Week of April 15th.
Turf Weed Control – Week of April 15th.
Bed Weeds – We are treating bed weeds weekly when maintenance is onsite.

General Maintenance: Weekly
April 2nd
April 9th
April 16th
April 23rd
April 30th

Nature Walk Trail Maintenance
April 23rd

3 Focal Ponds
April 9th

Irrigation Audit
April 24th

Sod Install
Sod install prep will begin week of April 10th. This includes marking up the locations and killing off the turf.
Sod installation will start on April 22nd.

Tab 4

Pond 28

!Pond 1 I
V

SANDGRASS
BLVD

1

BEAVERDAM DEBRIS

V	I\

L-

BEAVERDAM LOCATION

COUNTY ROAD 395 SOUTH

L-

MARCH 29, 2024

NATUREWALK AT SEAGROVE
1121 SANDGRASS BOULEVARD EROSION

PREPARED BY: INNERLIGHT ENGINEERING CORPORATION

NATUREWALK AT SEAGROVE
1121 SANDGRASS BOULEVARD EROSION

PREPARED FOR:
NATUREWALK COMMUNITY DEVELOPMENT DISTRICT 120 RICHARD JACKSON BLVD
PANAMA CITY BEACH, FL 33614

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

NARRATIVE	
I N T R OD U CT I ON	4
E X IS T IN G C ON D I T I ON S	4

S i t e O bs e r v a t i o n s	5

E n g i n eer ’s A s s es s m en t	6

R e c omm e nda t i ons / R e v i e w of C ont r a c t or P r op o s a l	6
C O N C L U SI O N / F IN A L D I S C U SS I O N	7

INTRODUCTION	
The purpose of this report is to provide a brief analysis of potential erosion conditions being experienced in the rear yard of 1121 Sandgrass Boulevard, specifically near the steel sheet pile retaining wall on the south side of Pond No. 24 and to review a proposed scope of work proposed by Emerald Coast Scapes dated 2/14/2024 to rectify the situation.
The location of the erosion area is depicted below:

EXISTING CONDITIONS	
The subject property is located at 1121 Sandgrass Boulevard in the Naturewalk at Seagrove Neighborhood. The site is fully developed with a single-family residential home and associated improvements such as landscaping, hardscaping, etc. The rear of the property abuts one of the neighborhood’s Stormwater Management Facilities known as Pond No. 24. There is a narrow strip of land between the rear property boundary and the southern / eastern edge of the pond. Specifically, there is a steel sheet pile wall along the southern / eastern side of the pond. The sheet pile wall has a timber bulkhead cap and just adjacent is a decorative aluminum fence. See below photo. The rear yard area has significant ground cover in the form of pine straw.

    Site Observations	
Innerlight Engineering Corporation (IEC) performed a site visit on March 28, 2024, to conduct an observation of the current ground surface conditions, specifically the area located between the rear yard of the aforementioned property and the pond wall. Below is a photo of the rear yard and pond wall.

1121 SANDGRASS BLVD EROSION ASSESSMENT	Page 5 of 7

    Engineer’s Assessment	
Based on an observation of existing conditions as discussed above and an assessment of the condition of the ground surface near and between the rear of the lot and the pond wall, it was observed that this area is experiencing significant erosion. The cause appears to be a combination of the sloped ground surface and gaps between the timber wall cap and the top of the sheet pile wall as well as there appears to be a couple unplugged, original lifting rings in certain locations of the sheet piles which soil can pass through. There is also evidence of some sediment which has breached the wall and deposited into Pond No. 24, from soil from the rear yard area discussed above. Below are a couple of recent photos of the erosive conditions.

		Recommendations / Review of Contractor Proposal	
We would recommend that the following approach be implemented to improve the situation and significantly deter or eliminate future erosion potential:
Remove pine straw/landscaping as necessary.
Excavate enough soil to expose problem areas, a minimum of Two Feet.
Install Geo Grid Fabric along the existing wall, ensuring covering up all gaps, holes, and breaches and properly anchor.
Back-fill wall with a FDOT No 57 Washed Stone Aggregate.
Install limerock base material above the washed stone aggregate.
Spread and level remnant soil.
Re-apply pine straw as ground cover and establish final and effective soil stabilization.

A Proposal was provided by Emerald Coast Scapes to repair and rectify the eroded area. Their proposal is dated February 14, 2024, and substantially includes the Engineer’s recommendations identified above. We recommend the Board of Supervisors approved the proposal and associated scope of work.

Conclusion / Final Discussion	
Innerlight Engineering Corporation has reviewed and observed the existing conditions, presented a recommended solution, and reviewed the proposal submitted by the prospective Contractor, Emerald Coast Scapes. IEC recommends to the Naturewalk Board of Supervisors that they approve the proposal as presented.

Emerald Coast Scapes
755 Grand Blvd STE B - 105 #119
Miramar Beach, FL 32550 emeraldcoastscapes@gmail.com
Estimate

ADDRESS
NatureWalk Community Development District c/o Rizzetta & Company
120 Richard Jackson Blvd. Ste. 220
Panama City Beach, FL 32407

SHIP TO
NatureWalk Community Development District c/o Rizzetta & Company
120 Richard Jackson Blvd. Ste. 220
Panama City Beach, FL 32407

ESTIMATE # 1588
DATE 02/14/2024

ACTIVITY	QTY	RATE	AMOUNT	
Landscaping
1121 Sandgrass Blvd - Erosion Project	1	4,500.00	4,500.00	
We will pull back the existing pinestraw away from the retaining wall and excavate dirt away from the wall 2'. Once dirt is removed we will install geo grid fabric 1 roll at 100' along the newly built green treated wall and fill in area 2' with 57 stone crushed 1 inch rock to keep water away from the wall.				

Materials 10 tons of crushed 57 stone
5 yards of base material - Limerock Base. This will be used to set on top of the crushed stone and will be compacted to hold a solid base for a long period of time versus the existing sand.
Equipment
Estimated 6 rolls of pinestraw to refresh
Labor
Geo grid fabric
Boards, post and screws to build wall				

Once project is approved we require 50% deposit to secure scheduling and ordering of all materials.

Thank you and have a great day!

SUBTOTAL	4,500.00
TAX	0.00
TOTAL	$4,500.00

Accepted By	Accepted Date

COASTAL SEAL COATING & STRIPING, INC	
MOBILE PHONE (850) 685-2665 OFFICE 850-243-7763	
wyattmt2@gmail.com	
REV 1 SPEED BUMP PROPOSAL	

Date:	March 6, 2024	

Submitted To:	Jonette/Rep for Nature Walk Subdivision	

Fax /eMail:	seat1@naturewalkcdd.org	

PHONE:	850-424-5855	

Job:	Quote for Installation of Speed Bumps and Removal of One Asphalt Speed Bump	

We hereby submit specifications and estimates for:	
B	
1. CSS proposes to install Rubber Speed Bumps at (6) locations denoted on the drawing provided to us by Jim. 2. The Speed Bumps are heavy duty - solid recycled rubber -the design slows traffic to 5
- 10 MPH and comes highly reommended for high traffic areas including heavy trucks and buses. 3. The speed bumps have reflective yellow stripes making them highly visible at night. Each item is 6' long, 12" wide with the tallest portion being 2 1/4", and (2) items will be required at each location. The design is considered very aggressive and meets all safety standards required for residential roads, streets and parking lots. 4. Removal of the existing speed bump on the west side of the common area is seperately priced as part of this revision. 5. The need for speed bump signs before each installation to warn drivers of the device is recommmended especially for publicly accessable roads and are unit priced separately. 6. The total cost for the (6) Speed Bump Installation effort will be $12,000.00 (Twelve Thousand Dollars Exactly). 7. To Remove existing Speed Bump on the west end of the common area will be $1,000.00 (One Thousand Dollars). 8. To add "SPEED BUMP SIGNS" (2 for each installation) would be $275.00 each set in concrete. (SEE ATTACHED).	

Total Cost: $12,000.00 Basic Quote Six Speed Bump Installations	

Authorized Signature: Michael T. Wyatt

Acceptance of Proposal: The above Prices, Specifications & Conditions are Hereby Accepted.	
You are Authorized to do the Work as Specified. Payment will be Made as Outlined Above.	

Date of Acceptance:			Signature:	

 	

#NAME?

LOT 279
291 PRAIRIE PASS

PARCEL "A"

PARCEL "D"	PARCEL "B"	PARCEL "C"
WETLANDS

LOT 280
295 PRAIRIE PASS

SOLVE

•

THE APPLIED SCIENCE OF SUCCESS

WETLANDS

WETLAND BUFFER (TYP)

LOT 272
250 PRAIRIE PASS

LOT 273
256 PRAIRIE PASS

LOT 274
266 PRAIRIE PASS

LOT 275
274 PRAIRIE PASS

LOT 276
282 PRAIRIE PASS

LOT 277
290 PRAIRIE PASS

LOT 278
294 PRAIRIE PASS

PRAIRIE PASS

LOT 133

LOT 132

THINK

•

WETLANDS

WETLANDS

SPEED BUMP #1

SPEED BUMP #2

LOT 10

LOT 11
88 BEARGRASS

LOT 12
76 BEARGRASS

BEARGRASS WAY

89 BEARGRASS

LOT 9

77 BEARGRASS

71 BEARGRASS

LOT 13
70 BEARGRASS

LOT 14
62 BEARGRASS

61 BEARGRASS

NATUREWALK AT SEAGROVE BEACH

NATUREWALK COMMUNITY DEVELOPMENT DISTRICT 120 RICHARD JACKSON BOULEVARD, SUITE 220 PANAMA CITY BEACH, FLORIDA, 32407

LOT 7

50 BEARGRASS

LOT 6

LOT 124

LOT 15
52 BEARGRASS

247 FLATWOODS FOREST

LOT 244
126 PRAIRIE PASS

43 BEARGRASS

LOT 5

LOT 123

LOT 16
42 BEARGRASS

239 FLATWOODS FOREST

LOT 245
116 PRAIRIE PASS

35 BEARGRASS

LOT 4

LOT 122
231 FLATWOODS FOREST

LOT 17
34 BEARGRASS

117 PRAIRIE PASS

LOT 239

LOT 238
107 PRAIRIE PASS

LOT 246
110 PRAIRIE PASS

25 BEARGRASS

LOT 3

LOT 121

LOT 18
26 BEARGRASS

217 FLATWOODS FOREST

LOT 240

1114 SANDGRASS

LOT 237
101 PRAIRIE PASS

LOT 247

100 PRAIRIE PASS

19 BEARGRASS

LOT 2

LOT 241

1108 SANDGRASS

LOT 236
95 PRAIRIE PASS

PRAIRIE PASS

LOT 248
92 PRAIRIE PASS

LOT 19
20

BEARGRASS

LOT 242
1100 SANDGRASS

LOT 235
87 PRAIRIE PASS

LOT 1
9 BEARGRASS

LOT 20
8 BEARGRASS

LOT 243

SANDGRASS BLVD

LOT 227
9 PRAIRIE PASS

LOT 228
17 PRAIRIE PASS

LOT 229
23 PRAIRIE PASS

LOT 230
29 PRAIRIE PASS

LOT 231
35 PRAIRIE PASS

LOT 232
43 PRAIRIE PASS

LOT 233
57 PRAIRIE PASS

1086 SANDGRASS

LOT 234
81 PRAIRIE PASS

LOT 249
84 PRAIRIE PASS

SANDGRASS BLVD

LT

IRIS TRACE

SPEED BUMP #6

LOT 250
76 PRAIRIE PASS

LOT 251
70 PRAIRIE PASS

LOT 252
64 PRAIRIE PASS

S. WALTON FIRE DISTRICT

LOT 44

LOT 43

THE ST. JOE COMPANY

SPEED BUMP #3

LOT 209

78 CINNAMON

70 CINNAMON

64 CINNAMON

58 CINNAMON

50 CINNAMON

641 FLATWOODS FOREST

PARCEL "G"

AMENITY

LOT 48
79

CINNAMON

LOT 49
71

CINNAMON

LOT 50
65

CINNAMON

59 CINNAMON

51 CINNAMON

LOT 53

45 CINNAMON

SPEED BUMP #4

PARCEL "E"

WETLANDS

Record Data
DATE: 03.29.2024 REV. NO: N/A REV. DATE: N/A DRAWN BY: CRP
REVIEWED BY: JAM

WV WV

AREA

SPEED BUMP #5

WETLANDS

WETLANDS

Seal
NOT VALID WITHOUT SIGNATURE AND THE ORIGINAL SEAL

ASPHALT CART PATH

WETLANDS

PARCEL "F"

SHEET TITLE

GRAPHIC SCALE

SPEED BUMP LOCATION EXHIBIT

150

0	75

150

300

C:\IEC DROPBOX\PROJECTS\NATURE WALK CDD\_MISC. REQUESTS\SPEED BUMP (2024)\LOCATION EXHBIT.DWG, Jim, 3/29/2024 9:19:39 AM

Innerlight Engineering Corporation

SERVE

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

(IN FEET)
1 inch =150 Feet

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

Sheet Number
1.0

NATUREWALK AT SEAGROVE BEACH

NATUREWALK COMMUNITY DEVELOPMENT DISTRICT 120 RICHARD JACKSON BOULEVARD, SUITE 220 PANAMA CITY BEACH, FLORIDA, 32407

Speed Bump(By Others)

Sawcut & Remove a 3-Ft x 22-Ft Section of Existing Pavers & Remove Base Material as Neccessary to a Depth of 8-In. Compact Base. Construct 8-In Thick Concrete Pavement 3-Ft (Wide) x 22-Ft (Long) per Detail This Sheet. Construct in 2 Sections, 11-Ft in Length Each in Order to Keep Traffic Circulation Open. Install Maintenance of Traffic Signage / Barricades as Necessary. Use Fast Setting Concrete if Possible.

Top of Concrete, Flush with Existing Road Surface

Exist. Interlocking Pavers

Exist. Roadway Base Aggregate

Record Data
DATE: 03.29.2024 REV. NO: N/A REV. DATE: N/A DRAWN BY: CRP
REVIEWED BY: JAM

8-Inch Thick Concrete Pavement w/ 5-#4ø (min.) continuous steel reinforcement bars.

Existing Sub-Base, Compact as Required

1

CONCRETE PAVEMENT DETAIL
NTS

Seal
NOT VALID WITHOUT SIGNATURE AND THE ORIGINAL SEAL

SHEET TITLE

GRAPHIC SCALE

SPEED BUMP #1 SITE PLAN (ENLARGED)

40	0	20	40	80

C:\IEC DROPBOX\PROJECTS\NATURE WALK CDD\_MISC. REQUESTS\SPEED BUMP (2024)\LOCATION EXHBIT.DWG, Jim, 3/29/2024 9:20:34 AM

Innerlight Engineering Corporation

THINK

•

SOLVE

•

SERVE

THE APPLIED SCIENCE OF SUCCESS

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

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.

(IN FEET)
1 inch =40 Feet

NOT RELEASED FOR CONSTRUCTION UNLESS SIGNED BY THE ENGINEER OF RECORD HERE: JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ

Sheet Number
2.0

Speed Bump(By Others)

Top of Concrete, Flush with Existing Road Surface

36 Inches
\
I

-111-111-11 -1-	1-11-1 -	1-1	1-11111-11-1

Exist: Interlocking Pavers

Exist. Roadway Base Aggregate

 mLllmLllmLllmLllmLllm mwmLllm 111	mLllm 1
l W W ill ill ill W=;=_I.I 111:=;=w_I -,w=;=_11l,
8-lnch Thick Concrete Pavement w/ 5-#40 (min.) continuous steel reinforcement bars.

Existing Sub-Base, Compact as Required

V

CONCRETE PAVEMENT DETAIL
NTS

APRIL 1, 2024

NATUREWALK AT SEAGROVE

POND 12 FENCE AT 28 SALAMANDER CIRCLE

PREPARED BY: INNERLIGHT ENGINEERING CORPORATION

E

NATUREWALK AT SEAGROV
POND 12 FENCE AT 28 SALAMANDER CIRCLE

PREPARED FOR:
NATUREWALK COMMUNITY DEVELOPMENT DISTRICT 120 RICHARD JACKSON BLVD
PANAMA CITY BEACH, FL 33614

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

NARRATIVE	
. 0	I N T R O D U C T I O N	4
. 0	F E N C E A T 2 8 S A L A M A N D E R C I R C L E	4

T i m b e r F e n c e C o n d i t i o n A s s e s s m e n t	5

E n g i n e e r ’ s A s s e s s m e n t a n d C o n t r a c t o r P r o p o s a l D i s c u s s i o n	9

R e p l a c e m e n t O p t i o n s	9
. 0	C O N C L U S I O N / F I N A L D I S C U S S I O N 1	0

INTRODUCTION	
The purpose of this report is to provide cursory existing conditions and proposed replacement analysis of a segment of the Pond 12 timber fence located in the rear of 28 Salamander Court within the Naturewalk at Seagrove neighborhood. According to District personnel, a homeowner has expressed a concern related to the condition of the pond fencing at this location. The location of the pond is southwest of the Salamander Circle and Flatwood Forrest Loop intersection, see location map below.

FENCE AT 28 SALAMANDER CIRCLE	
The referenced fence above is located near the east end of the north side of Pond 12 as shown in the above image. The timber barrier fence is situated just north of the pond’s existing sheet pile wall and timber bulkhead. The length of the fence specifically along the rear of 28 Salamander Circle is approximately 72 curvilinear feet. The fencing components generally appear to consist of vertical support posts (timber), top and bottom horizontal rales (Timber), diagonal cross bracing (timber), top cap boards (timber), welded wire fabric (chicken wire), and associated connection hardware which appears to be mostly nails. Below is a photo of a portion of the fencing at the rear of the subject property.

	Timber Fence Condition Assessment	

Innerlight Engineering Corporation (IEC) performed a site visit on March 28, 2024, to assess existing conditions and provide an opinion of the condition of the existing fence components behind the subject property. The existing fencing is approximately 72 linear feet in total length along the rear of the property. The support posts appear to be 8” Long x 4” wide vertical treated lumber embedded below the ground surface. The top cap consists of one, 2-inch thick (nominal) timber board appearing to be pressure treated and 8-inch wide. The top and bottom horizontal rails are 2”x4” treated timber boards. The angled cross bracing is 2”x4” treated timber boards. The vertical trim attached to vertical posts appears to be 2”x2” treated timber boards. The fence mesh material appears to be a thick welded wire fabric. The top and bottom rails, cross bracing and vertical trim boards sandwich the mesh material and hold it in place. Most of the fasteners are nails it appears.
Timber boards are commonly assessed by their level of deterioration. The following levels of deterioration could be considered for condition assessment rating purposes and are used herein:
Severely Deteriorated
Significantly Deteriorated
Moderately Deteriorated
Slightly Deteriorated
Not Deteriorated

Based on a visual subjective assessment only, our summarized opinion of the condition of the various components area as follows:
Vertical Support Posts:
Firmly Positioned and Anchored
The Timber Material Condition was observed to be moderately weathered with some cracking, minimal splitting but still maintaining solid uniform composition.
Rating: Slightly to Moderately Deteriorated
Example Photos:

Top Cap / Handrails:
Not Firmly Positioned and Anchored
The Timber Material Condition was observed to be severely weathered with Severe cracking and splitting and deterioration.
Rating: Severely Deteriorated
Example Photos:

Top Support Rails:
Mostly Firmly Positioned and Anchored
The Timber Material Condition was observed to be moderately weathered with some cracking, minimal splitting but still maintaining mostly solid uniform composition.
Fasteners were observed to be in various conditions, from nails popping out to nails fully seated.
Rating: Slightly to Moderately Deteriorated
Example Photo:

Bottom Support Rails:
NOTE: THE MAJORITY OF THE BOTTOM RAILS WERE COVERED BENEATH A CRUSHED STONE BASE MATERIAL AND WERE UNABLE TO BE OBSERVED, THE FEW THAT WERE VISIBLE, HAD BELOW CHARACTERISTICS:
Mostly Firmly Positioned and Anchored
The Timber Material Condition was observed to be moderately weathered with some cracking, minimal splitting but still maintaining mostly solid uniform composition.
Fasteners were observed to be in various conditions, from nails popping out to nails fully seated.
Rating: Slightly to Moderately Deteriorated
Example Photos:

Angled Cross Bracing Boards:
Mostly Firmly Positioned and Anchored
The Timber Material Condition was observed to be moderately weathered with some cracking, minimal splitting but still maintaining mostly solid uniform composition.
Fasteners were observed to be in various conditions, from nails popping out to nails fully seated.
Several Boards were separated and no longer connected to support posts.
Rating: Slightly to Moderately Deteriorated

Vertical Timber Trim Boards:
Mostly Firmly Positioned and Anchored
The Timber Material Condition was observed to be moderately weathered with some cracking, minimal splitting but still maintaining mostly solid uniform composition.
Fasteners were observed to be in various conditions, from nails popping out to nails fully seated.
Several Boards were separated and no longer connected to support posts.
Rating: Slightly to Moderately Deteriorated
Example Photo:

Welded Wire Mesh:
Generally, properly positioned
Generally intact and free of breaks
Rating: Lightly Corroded
Example Photo:

		Engineer’s Assessment and Contractor Proposal Discussion	

Based on an observation of existing conditions as discussed above and an assessment of the condition of the fencing components listed above, it is our opinion that most of the components are in satisfactory condition with the exception of the top cap / handrail. We would recommend the entire timber top cap / handrail be replaced with stainless steel screw anchors. We would also recommend replacement / reconstruction of several of the cross braces, particularly where the end have separated from support posts.
IEC would recommend that any Contractor proposal include specificity with the Scope of Work to include specific demolition and removal of existing material quantities, proposed material quantities and specific materials to be supplied including fasteners. IEC would recommend fasteners to include marine / exterior grade stainless steel screws. We would also recommend a construction schedule be provided as well as a suitable workmanship warranty.

		Replacement Options	 Three replacement options which could be considered by the District are as follows along with IEC’s commentary:
Do Nothing (Not Recommended)
This would leave the severely deteriorated handrail in place (not recommended)
Selective Board Replacement (Recommended)
Specific Replacement of Top Cap / Handrail and select cross bracing members.
Option Benefit(s): This option should result in the lowest cost to District at this time.
Option Weaknesses: Aesthetics / Will require further ongoing monitoring of remaining boards in near & mid-terms.
Full Replacement (Not Recommended)
This option would involve demolition and replacement of the entire fence and all components for the subject property.

Option Benefit(s): This option, with proper workmanship, will provide a new fence which would improve aesthetics and ensure a structurally sound platform for years to come and should not require expert monitoring / inspections for quite some time.
Option Weaknesses: Higher current cost.

Conclusion / Final Discussion	
Given the above discussion and the limited scope of work, IEC would recommend that the District implement the Selective option discussed above.

APRIL 1, 2024

NATUREWALK AT SEAGROVE

POND 12 FENCE LINE ENCROACHMENT REVIEW

PREPARED BY: INNERLIGHT ENGINEERING CORPORATION

E

NATUREWALK AT SEAGROV
POND 12 FENCE LINE ENCROACHMENT REVIEW

PREPARED FOR:
NATUREWALK COMMUNITY DEVELOPMENT DISTRICT 120 RICHARD JACKSON BLVD
PANAMA CITY BEACH, FL 33614

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

 NARRATIVE	
. 0	I N T R O D U C T I O N	4
. 0	F E N C E L I N E C O N D I T I O N S ( D I R E C T L Y A D J A C E N T A N D N O R T H )	4

F e n c e l i n e O b s e r v a t i o n s	5

E n g i n e e r ’ s A s s e s s m e n t a n d C o n t r a c t o r P r o p o s a l D i s c u s s i o n	8
. 0	C O N C L U S I O N / F I N A L D I S C U S S I O N	8

INTRODUCTION	
The purpose of this report is to provide a cursory review of the existing conditions along and directly adjacent to the north side of the Pond 12 Fenceline within the Naturewalk at Seagrove neighborhood. This request was initiated through the District Manager after receiving an inquiry. The location of the pond is southwest of the Salamander Circle and Flatwood Forrest Loop intersection, see location map below.

FENCELINE CONDITIONS (DIRECTLY ADJACENT AND NORTH)	
The referenced fence above is located along the northern side of Pond No. 12. The timber barrier fence is situated just north of the pond’s existing sheet pile wall and timber bulkhead. The length of the fence is approximately 315 curvilinear feet. The following properties are located just north of the pond & referenced fencing:
10 Salamander Court (Estimated Average Distance from Fence to Rear Property Line: 2-3 Feet)
16 Salamander Court (Estimated Average Distance from Fence to Rear Property Line: 3.75 Feet)
22 Salamander Court (Estimated Average Distance from Fence to Rear Property Line: 3.75 Feet)
28 Salamander Court (Estimated Average Distance from Fence to Rear Property Line: 3.5 Feet)
36 Salamander Court (Estimated Average Distance from Fence to Rear Property Line: 2.5-4 Feet)

As noted above, an estimate of the distance between the fence and rear property lines has been depicted for general informational purposes only. This information was derived from the Master Plan CAD file and is approximate only and may vary. The property between the fence and referenced rear property lines is Owned by the Naturewalk Community Development District with one of the provisions of allowing operations and maintenance access to the Pond which is a regulated stormwater management facility. A photo of the fence line is provided below.

	Fenceline Observations	

Innerlight Engineering Corporation (IEC) performed a site visit on March 28, 2024 to observe existing conditions and provide a description of elements within the narrow CDD owned maintenance area north of the fence line. Based on a visual subjective assessment only, our summarized opinion of the existing conditions adjacent to the rear of the subject properties is presented below:
10 Salamander Court (Estimated Average Distance from Fence to Rear Property Line: 2-3 Feet):
The area includes crushed stone ground cover and multiple saw palmetto shrubs.
Near the Southeast corner of Lot there is a Patio Seating Wall, 2 to 3 feet from fence.
See Photos Below:

16 Salamander Court (Estimated Average Distance from Fence to Rear Property Line: 3.75 Feet):
The area includes pine straw ground cover and small grassy shrubs.
Patio pavers meander varying distances from fence.
See Photo Below:

22 Salamander Court (Estimated Average Distance from Fence to Rear Property Line: 3.75 Feet)
The area includes pine straw ground cover and one loose small shrub.
There is a decorative rear property fence several feet away from pond fence.
See Photo Below:

28 Salamander Court (Estimated Average Distance from Fence to Rear Property Line: 3.5 Feet)
The area includes multiple types of ground cover along rear property line as follows:
Pine straw mulch
Small shrubs
Crushed stone aggregate
Artificial turf
There is a decorative landscape stone planter box several feet from the fence.
See Photos Below:

36 Salamander Court (Estimated Average Distance from Fence to Rear Property Line: 2.5-4 Feet)
The area includes pine straw mulch and Podocarpus Shrubbery directly adjacent to fence.
There is one pine tree a few feet from fence.
See Photo Below:

		Engineer’s Assessment and Contractor Proposal Discussion	

Based on an observation of existing conditions as discussed above and an assessment of the condition of the fence line, it is likely that some of the elements described may be within the property owned by the CDD. It is also our opinion that some of the elements could prohibit access for CDD personnel. For instance, shrubbery right next to fence line, any landscape walls that may encroach, etc.
IEC would recommend that in order to verify any actual encroachments that a rear line survey by a qualified professional land surveyor be conducted to ascertain exact rear property limits and associated existing elements therein.

Conclusion / Final Discussion	
It is likely that some encroachments may exist within CDD property. IEC recommends verifying and conducting rear lot line surveys by a licensed surveyor.

1133.79' \	••

Tab 5

PREPARED FOR:
Nature Walk Community Development District

Reserve Study Proposal

PREPARED BY:
Paul Grifoni, PRA, RS
Engineer
Reserve Specialist, RS Professional Reserve Analyst, PRA Licensed Home Inspector

Custom Reserves
5470 E Busch Blvd., Unit 171
Tampa, Fl 33617
Office: (888) 927-7865
Fax: (813) 200-8448
www.CustomReserves.com

www.CustomReserves.com

Phone: (888) 927-7865
contact@customreserves.com

11 March 2024

Page 2 of 9

Holly Bailey
District Manager

Nature Walk Community Development District Reference #171

Sage Circle
Santa Rosa Beach, FL 32459

Dear Board of Supervisors:
Thank you for the opportunity to be of service to your community. We take great pride in our work and in helping all our clients navigate through the Reserve Study process.

A Reserve Study is a key financial planning tool that helps Management and the Board in maintaining the common property components and planning for the future.

Included in Your Reserve Study:
Excellent communication with our team. We listen to our clients’ concerns. From the timing of the inspection and report delivery to the financial or physical aspects of the community, we always listen and hear your concerns.
Industry-leading experience in all varieties of community associations, resorts, commercial properties, country clubs and more! With over 30 years of combined experience in the industry, we take the guess work out of budget season.
Timely contract completion is a must. We understand how important your receivables can be for budget and community meetings. We take great care in saying what we mean and meaning what we say when it comes to timely delivery.
Accuracy in results. The results depicted in a reserve study are only as good as the estimates of useful life, replacement cost and age of the individual components. More experience leads to greater accuracy in our product.
Relationship-building is paramount. A reserve study requires updating every 2 to 3 years to keep up to date with changes in construction costs, inflation and interest rate, and new technology. We put our client relationships at the forefront of our core values.

Benefits of a Custom Reserves Report

Proper and accurate reserve planning for the future

Increased awareness of upcoming major property repairs and replacements
Maximized property and re-sale values when adequately funded
Increased likelihood of loans being granted by lenders when adequately funded
Decreased stress in knowing that a special assessment is not looming around the corner!

Florida Clients Served

www.CustomReserves.com

Phone: (888) 927-7865
contact@customreserves.com

11 March 2024	Page 3 of 9

Report Content and Data Visualization

Objectives
Conduct an on-site inspection of the common property, document condition and forecast a customized funding plan required to replace or repair these elements as they wear out over the course of their useful lives.

Scope of Services
An on-site meeting with Management and/or the Board.
Physical Analysis that includes an on-site inspection of the common property documented by photographs.
30-year replacement/repair schedule that includes custom useful lives.
Financial Analysis with a 30-year Cash Flow and/or Component method of funding.
Electronic copy in PDF format of the Reserve Study that includes a detailed narrative including tables, graphs and charts depicting the findings.
Expenditures and Funding Plan in Excel upon request.
One hard copy of the Full Reserve Study upon request.
Free unlimited phone and online support.
One revision of the study up to the end of the current fiscal year.

Affiliations
Our services are provided by an Engineer with reserve study credentials from the Association of Professional Reserve Analysts (APRA) and Community Associations Institute (CAI). Additional qualifications include a Licensed Home Inspector with the Florida Association of Building Inspectors, construction management experience including estimating and scheduling.

Custom Reserves experience includes inspection and condition analysis of hundreds of communities. A partial list of relevant experience is included on the last page.

Please allow approximately four weeks from inspection for report delivery. When the Reserve Study is complete, your community will have access to live support and edit capability until the budget is approved. These revisions include adjustments to variables such as costs, times of replacement, inflation, and interest rates.

Cost estimates are based on localized information gathered from resources that include, but are not limited to, local vendors and industry databases, combined with experience in home building, site development and actual data gathered from conducting thousands of reserve studies, collectively. Useful lives are generated from several factors such as environment, construction materials and historical information.
Client Responsibilities
This project requires involvement by your accounting personnel. To help achieve a smooth and successful implementation, it will be your responsibility to perform the following:

Include a copy of the financial statements i.e. (balance sheet, income statement and/or copy of the annual budget along with other financial reports.)
Supply the governing documents if applicable.
Provide access to all common areas.
Disclose known historical information.
Report Use
You may show our report in its entirety to those third parties who need to review the information contained herein. The Client and other third parties viewing this report should not reference Custom Reserves or our report, in whole or in part, in any document prepared and/or distributed to third parties without our written consent. This report contains intellectual property by Custom Reserves, LLC specified to this engagement.

Client agrees to indemnify and hold harmless Custom Reserves against any and all loses, claims, actions, damages, expenses or liabilities, including attorney’s fees, to which Custom Reserves may become subject in connection with this engagement, because of any false, misleading or incomplete information supplied by client or third parties under client’s control or direction.

The inspection and analysis of the subject property is limited to visual observations and is noninvasive. Custom Reserves does not investigate, nor assume any responsibility for any existence or impact of any hazardous materials, structural, latent or hidden defects which may or may not be present on or within the property. Our opinions of estimated costs and remaining useful lives are not a guarantee or a warranty of the common components.

Client Name
Custom Reserves maintains the confidentiality of all conversations, documents provided and the contents of the report, subject to legal or administrative process or proceedings. These conditions can only be modified by written documents executed by both parties.

Components Anticipated to be Included in Your Custom Reserve Study

Component Category  Component Name	

Property Site	Asphalt Pavement | Bridges | Concrete Flatwork | Exercise Stations | Irrigation System | Landscaping | Lighting | Nature Trails | Pavers | Retaining Walls | Ponds |
Storm Water System	

Confirmation of Services
Fee estimates are based on the components summarized in the previous table. The fee for this Full Reserve Study
is	$4,400.

Custom Reserves appreciates the opportunity to be of service. Upon acceptance of this proposal, please sign and return this page along with a fifty percent (50%) retainer payment. We will contact you to schedule a site visit and inspection upon receipt of this payment. The remaining balance will be due upon receipt of the report.
This letter sets forth the understanding of the Community and serves as confirmation of services provided by Custom Reserves.
Owner reserves the right to reject any and/or all Proposals received, and to rebid if the Owner deems necessary. Owner is not subject to pay any costs incurred by Vendors in the preparation and submission of their Proposals.
Sincerely,

Paul Grifoni, PRA, RS
Engineer
Reserve Specialist Professional Reserve Analyst Licensed Insurance Adjuster Licensed Home Inspector

5470 E Busch Blvd., Unit 171
Tampa, Fl 33617
Office: (888) 927-7865
Fax: (813) 200-8448
contact@customreserves.com www.CustomReserves.com

Accepted By	Title	Date

OPTIONAL future services are available upon request as depicted below. If your Association is interested in any of the following services, please check the appropriate box and we can provide pricing upon completion of the current reserve study. Please note that a non-site update can only be conducted one time between site visits.

Annual Review of the 30-year expenditures and funding plan(s) only

Non-site update

Update with site visit

Experience
Experience includes condominiums, homeowners associations, planned unit developments, property owner associations, co-operatives and community development districts with construction styles that range from townhouses to hi-rises. Other experience includes specialty establishments such as golf clubs, international properties, vacation ownership resorts (timeshares) as well as worship, retreat and camp facilities.
A partial list of recent reserve study experience follows below:

Somerset Community Development District Is a local unit of special purpose government located within Walton County, Florida established by the county in 2005. The District has constructed and/or acquired certain public infrastructure within the Alys Beach Community developed by EBSCO Gulf Coast Development, Inc. The development also contains other property site components such as a beach dune, irrigation system and street pavers.
Alys Beach Neighborhood Association is a planned unit development located in Panama City Beach, Florida and has been under development for the last two decades. This luxury beach community contains paver streets, a private beach with a high end Beach Club facility, private pool areas with food and beverage services, a complete wellness center and tennis center.
Rosemary Beach Property Owners Association is a planned unit development shared by 773 owners, located in Rosemary Beach, Florida and built from 1995 to 2007. The development contains owners center, town hall, post office, maintenance, pool and property site components such as beach walkovers, fountains, lift station, generator, playgrounds.
Harbor Bay Community Development District owns and operates the community areas of Mira Bay in Apollo Beach FL including common areas, recreational facilities, public roadways, storm water management systems, street lighting, landscaping, clubhouse with café, lap pool, waterslide, clay tennis courts 35,000 linear feet of sea wall, boatlifts.
Oak Creek Community Development District is a local unit of special purpose government located within Pasco County, Fl established in 2004 and responsible for the common elements shared by 550 homes. The development contains a pool, playground, security system and ponds.

Tab 6

Pat Shea's Concrete, Inc 236 Escanaba Ave
Panama City Beach, FL 32413

Proposal

NatureWalk CDD
c/o Rizzetta & Company, Inc 3434 Colwell Ave,
Suite 200
Tampa, FL 33614

Name / Address

Naturewalk Alley Roadway

Project

Description

Total

68,816.00

Alley Roadway

Tear Out Concrete & 2" of Dirt Repour 8" Thick

Labor - Tear Out, Form, Prep, Pour & Finish Materials - Concrete, Dumpsters & Equipment

4,251 @ $16.00 per	$68,016.00

Change Order

Due to Concrete Price Increase	$800.00

3/25/2024

Date

DOES NOT INCLUDE - EXCAVATION , PRETREAT, ANCHORING HARDWARE (BOLTS, STRAPS,POST BRACKETS, ETC..) FILL DIRT, FILLING SLAB TO GRADE, SITE PREPERATION, BLOCK OR BLOCK FILL, UNLESS SPECIFIED ABOVE.

Total

$68,816.00

Tab 7

455 Harrison Ave, Suite B Panama City, Florida 32409
(850) 257-5316
www.atlaseng.us

Project:	Nature Walk	
Address:	780 Sandgrass Boulevard, Santa Rosa Beach, Florida	
Re:	Inspection & Structural Assessment of Vehicular Bridges Proposal	

Atlas Engineering and Consulting is pleased to present you with a proposal for the inspection and structural assessment located at 780 Sandgrass Boulevard in Santa Rosa Beach, Florida.

Deliverables include:

Visual inspection of driving/walking surface, handrails, guardrails, decking, decorative elements, any items attached to the bridges.

Visual inspection of structural components, pilings, girders, framing, bolted connections.

Photo documentation of condition and any damages. Any critical damaged areas will be marked on site and referenced for repairs.

Conditional assessment of all items, detailed reporting of condition and location of damages if any are found.

A detailed list of repairs including means and methods, recommended improvements (if any), and general maintenance recommendations for the future.

Note: The inspection will be performed in compliance with ASCE 11-99 and standard engineering practices.

Base Structural Assessment Fee:	$5000.00

Payment Schedule:

Amount	When	
$5000	See terms in contract	

Client Service Agreement
Parties:

Known as "AEC"
Atlas Engineering and Consulting cody@atlaseng.us
455 Harrison Ave, Ste B, Panama City, Florida 32401 (850) 257-5316

and

Known as "Client" Naturewalk CDD seat1@naturewalkcdd.org

Address:	

Phone Number:	

Collectively, all of the above people or businesses entering this Agreement will be referred to as the "Parties."

Purpose of the Agreement

Client wishes to hire AEC to provide services relating to Client’s Structural Assessment Services request as detailed in this Agreement. AEC has agreed to provide such services according to the terms of this Agreement.

Terms
Work beyond the Scope of Work:

Work which is not included in the above Scope of Work will be charged at the following standard hourly rates, along with other miscellaneous charges:

Senior Structural/ Principal	$ 175/hr.
Structural Designer	$ 120/hr.

Delivery of Services

Per clients preference and/or municipality requirements, final documents will be delivered electronically or physical copies will be delivered to client in person.

Cost, Fees and Payment
Cost

The total cost ("Total Cost") for all Services is $5000.00 due in full prior to release of the final signed and sealed documents. Client shall pay the Total Cost to AEC as follows:

The payment will be due upon submittal of initial documents to the client.

Intellectual Property
Copyright Ownership

In the event that any copyrighted work(s) are created as a result of the Services provided by AEC in accordance with this Agreement, Vendor owns all copyrights in any and all work(s) it creates or produces pursuant to federal copyright law (Title 17, Chapter 2, Section 201-02 of the United States Code), whether registered or unregistered. Any and all products, whether tangible or intangible, produced or created in connection with, or in the process of fulfilling this Agreement, are expressly and solely owned by Vendor and may be used in the reasonable course of business.

General Provisions
Governing Law

The laws of Florida govern all matters arising out of or relating to this Agreement, including torts.

Severability

If any portion of this Agreement is deemed to be illegal or unenforceable, the remaining provisions of this Agreement remain in full force.

Notice

Parties shall provide effective notice (“Notice”) to each other via either of the following methods of delivery at the date and time which the Notice is sent:

Email:
AEC's Email: cody@atlaseng.us

Client Email: seat1@naturewalkcdd.org Merger
This Agreement constitutes the final, exclusive agreement between the parties relating to the Assessment contained in this Agreement. All earlier and contemporaneous negotiations and agreements between the parties on the matters contained in this Agreement are expressly merged into and superseded by this Agreement.

Amendment

The parties may amend this Agreement only by the parties’ written consent via proper Notice.

Authorized Signature:		

Date:		

Naturewalk CDD