CCWWA Agenda 07/11/2022 COLLIER COUNTY
GOVERNMENT
+ Growth Management
Co tier County Department
maiow2800 Horseshoe orseso a Drive North
Naples, Florida 34104
COLLIER COUNTY
WATER & WASTEWATER
AUTHORITY
Agenda Packet for Regular Meeting
Monday, July 11 , 2022
2:00 PM, Conference Room 609/610
2800 Horseshoe Drive North
Naples, Florida 34104
Authority Members:
Eloy Ricardo, Chairman
Patricia Sherry, Vice Chairman
Ruchi Arora
Dr. Sherwin Ritter
Eugene Wordehoff
Legal Counsel:
Derek Perry
Assistant County Attorney
Executive Director:
Ken Kovensky
Director - Operations & Regulatory Management, GMD
Staff Liaison:
Radoslava Edreva
Finance and Operations Manager, GMD
COLLIER COUNTY WATER AND WASTEWATER AUTHORITY
Conference Room 609/610, Growth Management Department
2800 Horseshoe Drive North, Naples, Florida 34104
2:00 p.m.,July 11, 2022
Notice: All persons wishing to speak on any agenda item must register prior to
speaking. Requests to address the Authority on subjects, which are not on this
agenda, must be submitted in writing with explanation to the Executive Director,
Collier County Water and Wastewater Authority, GMD/Office of Operations and
Regulatory Management,2800 Horseshoe Drive North,Naples Florida 34104,at least
ten (10) days in prior to the date of the meeting and will be heard under"Open to the
Public." Any person who decides to appeal a decision of this Authority will need a
record of proceedings pertaining thereto, and therefore may need to ensure that a
verbatim record of proceedings is made, which record includes the testimony and
evidence upon which the appeal is to be based. All registered public speakers will be
limited to three (3) minutes unless permission for additional time is granted by the
Chairman.
Points of contact: Kenneth Kovensky, Director of Operations & Regulatory
Management 239.252.2388; Radoslava Edreva, Finance and Operations Manager,
239.252.8745;
AGENDA
I. Call to Order (Determination of Quorum) and Roll Call
II. Approval of Agenda—Meeting of July 11,2022
III. Approval of Minutes—Meeting of March 21, 2022 page 1
IV. Items Requiring Action by Authority
A. Ave Maria Utility Company Notice of Intent to Adjust Rates
Pursuant to 2022 Index page 5
V. Staff Discussion
A. Ave Maria Utility Company Developer Agreements page 47
VI. Open to the Public
VII. Authority Members Discussion
VIII. Adjourn
March 21, 2022
MINUTES OF THE COLLIER COUNTY
WATER AND WASTEWATER AUTHORITY MEETING
Naples, Florida, March 21, 2022
LET IT BE REMEMBERED, the Collier County Water and Wastewater Authority in
and for the County of Collier, having conducted business herein, met on this date at
2:00 P.M. in REGULAR SESSION at the Collier County Growth Management
Department Building, Conference Room 609/610, 2800 Horseshoe Drive N., Naples,
Florida, with the following members present:
CHAIRMAN: Patricia Sherry
VICE-CHAIRMAN: Eloy Ricardo
Ruchi Arora
Dr. Sherwin Ritter
Eugene Wordehoff
ALSO PRESENT: Ken Kovensky, Director, Operations and Regulatory Management
Ashley Lang, Senior Management and Budget Analyst, Operations
and Regulatory Management
Derek Perry, Assistant County Attorney
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March 21, 2022
I. Call to Order(Determination of Quorum) and Roll Call
Chairman Sherry called the meeting to order at 2:00 p.m. Roll call was taken and a quorum of five
was established.
II. Approval of Agenda—Meeting of March 21,2022
Dr. Ritter moved to approve the agenda. Second by Mr. Ricardo. Carried unanimously, 5-0.
III. Approval of Minutes—Meeting of Nov. 15,2022
Mr. Wordehoff moved to approve the Nov 15, 2021, meeting minutes, as presented. Second by
Dr. Ritter. Carried unanimously 5-0.
IV. Items Requiring Action by the Authority
A. Final Order 2022-01 —Annual Price Index
Mr. Kovensky said that every year, the Authority is required by Ordinance to adopt the price index
established by the Florida Public Service Commission. This must be done by May 15th. This year,
Florida Public Service Commission Order No. PSC-2021-0463-PAA-WS was issued on December
17, 2021. It established a price index of 4.53% and it was consummated by Order No. PSC-2022-
0024-CO-WS on January 12, 2022. Staff put together a final order and asked the Authority to
approve it as Final Order No. 2022-01.
Mr. Wordehoff said he looked at rates over the past 20 years. This is a lot higher than before, but
these are unusual times. He noted there was "stagflation" in the 1970s or 1980s and asked if there
was stagflation.
Mr. Kovensky said the County Ordinance is from 1996 and that is when the Authority was
established. So,that was way before his time. He wasn't certain but said Mr. Wordehoff was correct.
They used to see anywhere from half a percent to less than 2%, so this is pretty high. He expects
they will see the two utilities that the Authority regulates come in for a price adjustment once the
final order is sent out.
Chairman Sherry asked if it was because costs have not gone up that much.
Mr. Kovensky said the PSC has their own methodology of how they establish the rates. But as Mr.
Wordehoff noted, it reflects costs increasing due to inflation across the board.
Chairman Sherry noted that usually when you get more customers,the rates can go down because
it costs the same.
Mr. Kovensky said this is from the Florida Public Service Commission. By ordinance, the County
has to adopt whatever the FPSC establishes. FPSC has a developed methodology, and the County
adopts their rate.
Chairman Sherry said it was very high.
Ms. Arora said it does seem high and asked if they ever do a negative rate.
Mr. Kovensky said not according to the tables in their order.
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March 21, 2022
Mr. Ricardo moved to approve the FPSC Price Index as the County's Final Order No. 2022-01.
Second by Dr. Ritter. Carried unanimously, 5-0.
B. Annual Election of Officers
Mr. Kovensky said the ordinance requires the Authority to elect officers, a Chairman, and a Vice
Chairman every year, and they usually do it around this time of year.
Dr. Ritter moved to nominate Mr. Ricardo as Chairman. Second by Ms. Arora. Carried
unanimously, 5-0.
Dr. Ritter moved to nominate Ms. Sherry as Vice Chairman. Second by Mr. Wordehoff. Carried
unanimously, 5-0.
Mr. Kovensky noted that the Ordinance has a three-year cap for the number of years in a row.
Chairman Sherry has served for two years.
V. Staff Discussion
Mr. Kovensky said he spoke with Ave Maria Utility Company, and they will be coming to the
Authority in May for a rate adjustment. Staff will probably try to schedule a meeting in May.
Mr. Kovensky said that at the last meeting, Mr. Wordehoff asked the Ave Maria representative for
its DEP permits. Mr. Kovensky reached out to Tammy Smith,the utility's manager, and she said she
is working on it, but asked for more clarification on what kind of permits.
Mr. Wordehoff said he already got the information from the DEP's Oculus public information
website. He just wanted the Authority to have access.His reason for being quizzical about the permit
is that he has been looking at Marco Island water quality for the last year and a half. He said we have
been able to determine that the deficiency of dissolved oxygen throughout our water bodies is due
to effluent from the County Wastewater Treatment Plant. So, he was curious about the situation in
Ave Maria. The first step to understanding that is understanding the permitting process. It is not that
they are not operating according to the permit. They surely are. In many cases, DEP permits excess
nutrients to be distributed. It would behoove the Authority to understand that.
Mr. Kovensky said he would distribute that information. Mr. Kovensky added that there were no
further staff reports.
VI. Open to Public
No public comment
VII. Authority Members Discussion
None
There being no further business for the good of the County,the meeting was adjourned by the
order of the Chairman at 2:11 P.M.
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March 21, 2022
COLLIER COUNTY WATER AND WASTEWATER
AUTHORITY
Eloy Ricardo, Chairman
These minutes were approved by the Authority on , as presented , or
as amended
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Cotter r County
Growth Management Department
Operations & Regulatory Management Division
TO: Chairman, Collier County Water and Wastewater Authority
FROM: Kenneth Kovensky, Executive Director, Collier County Water and
Wastewater Authority and Director of Operations & Regulatory
Management, Growth Management Department
SUBJECT: Authority Agenda Item—July 11,2022
Ave Maria Utility Company, LLLP—Price Index Application
DATE: July 7, 2022
RECOMMENDATION: That the Authority adopt the attached Final Order No. 2022-02
(attachment"B"), adjusting the water and wastewater rates of Ave Maria Utility Company, LLLP
("AMUC") by applying the 2022 Price Index Factor to the allowable 2021 operation and
maintenance expenses.
REQUESTED APPROVAL: Based on staffs review of the attached application and its
supporting documentation, staff recommends adoption of Final Order 2022-02.
REPORT: On June 7, 2022, AMUC filed an application titled "Notice of Intent to Adjust Rates
Pursuant to 2022 Index" (Attachment "A") with the Collier County Water and Wastewater
Authority ("Authority").
AMUC has applied for a 1.58% increase to its water rates and a 1.76% increase to its wastewater
rates based on:
1. The application of the 2021 Price Index factor of 4.53%adopted by Final Order No. 2022-
01 (attachment"C").
2. A fully amortized rate case expense reduction of $21,183 for water and $21,183 for
wastewater. Florida Statute section 367.081(8) (attachment"D") requires that the rates be
reduced immediately following the expiration of the four-year period by the amount of the
rate case expense previously included in rates.
The approval of an increase of 1.58%for water and 1.76 for wastewater to AMUC's current tariff
sheets for base facility and gallonage charges would result in increased revenue of$35,997 for
water and $55,645 for wastewater.
% "urt,84
Operations&Regulatory Management Division•2800 North I •se:,hoe Drive•Naples,Florida 34104.239-252-2400 •www.colliercountyfl goy
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Cotter County
Growth Management Department
Operations & Regulatory Management Division
Staff analyzed the supporting documentation, including the worksheets and schedules provided in
the application, AMUC's 2021 annual report, and follow-up information regarding gallonage
usage, and found the documentation supports the proposed adjustments to rates.
AMUC intends to send customer notices announcing the rate increases on July 22, 2022 and plans
to apply their new rates based on a mid-September meter reading, with billing occurring in late
September.
Operations&Regulatory Management Division•2800 North Horseshoe Drive•Naples,Florida 34104.239-252-2400 •mw.colliercountyfl gov
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ATTACHMENT "A"
RE: Ave Maria Utility Company Notice of Intent to Adjust Rates
Pursuant to 2022 Index
July 11,2022
Collier County
Water and Wastewater Authority
BEFORE THE COLLIER COUNTY WATER AND WASTEWATER AUTHORITY
In Re: Notice of Intent by )
Ave Maria Utility Company ) Docket No.
to Adjust Rates Pursuant to )
2022 Index )
NOTICE OF INTENT TO ADJUST RATES PURSUANT TO
2022 INDEX
Ave Maria Utility Company,LLLP("Company"),by and through its undersigned attorneys
and pursuant to Ordinance No. 96-6, Board of County Commissioners of Collier County,Florida,
and the Rules of the Collier County Water and Wastewater Authority ("Authority"), hereby files
its Notice of Intent to Adjust Rates Pursuant to the 2022 Index("Notice of Intent"),and in support
thereof states as follows:
The Authority has adopted Final Order No. 2022-01, establishing the 2022 Price Index
Factor on March 31, 2022. Pursuant to Section 1-6(I) of Ordinance No. 96-6, the Company is
authorized to adjust its rates without customers bearing the additional expense of a public hearing.
The utility is proposing to partially offset the index by a reduction in rates for fully
amortized rate case expense related to the rate case approved in Final Order No. 2017-01.
The following information is provided:
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1. Attached hereto as EXHIBIT "A" is a Special Report which satisfies the
requirements of Authority Rule 5.3(3)(b) and (e).
2. As reflected in the Special Report, application of the 2022 Price Index Factor of
4.53%,less the rate case expense reduction,results in a net rate increase of 1.58%for water service
and 1.76%for wastewater service. In accordance with the requirement of Authority Rule 5.3(3)(a),
the Company's revised Tariff sheets setting forth the rates established pursuant to this Notice are
attached hereto as EXHIBIT "B."
4. A sample of the notice to be provided to the Company's customers reflecting the
net rate increase is attached hereto as EXHIBIT "C" in conformance with Ordinance No. 96-6, §
1-6(I)(6).
5. The Company will provide the attached customer notice to customers by mail by
July 31, 2022, and implement the new rates for service rendered on or after August 6, 2022. In
order to allow the utility time to distribute the customer notice, we ask that the Authority provide
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any comments on the notice by no later than July 15, 2022.
WHEREFORE, Ave Maria Utility Company, LLLP, hereby provides notice of its intent
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to adjust its rates pursuant the 2022 Index Rate and reduction for fully amortized rate case expense. fi
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Respectfully submitted this 7th day of June, 2022, by:
I
SUNDSTROM& MINDLIN, LLP
2548 Blairstone Pines Drive
Tallahassee, Florida 32301
(850) 877-6555
(850) 656-4029 (facsimile) 1
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F. Marshall Deterding
For the Firm
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Exhibit A
Special Report
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Ave Maria Utility Company, LLLP
2022 Index and Fully Amortized Rate Case Expense
Year Ended December 31, 2021
11
Ave Maria Utility Company,LLLP
2022 Index and Fully Amortized Rate Case Expense
For the Year Ended December 31,2021
Line
No. Water Sewer
1 Index Adlustment(1)
2 2021 Operations and Maintenance(O&M)expense $ 1,347,529 $ 1,791,071
3 Less:
4 Purchased Power (85,288) (95,097)
5 Regulatory Commission Expenses - -
6 2021 O&M Expense to be indexed 1,262,241 1,695,974
7 2022 GDP Implicit Price Deflator Index 4.53% 4.53%
8 Indexed 2021 O&M Expenses 57,180 76,828
9 Fully Amortized Rate Case Expense Reduction (21,183) (21,183)
10 Total Indexed Increase 35,997 55,645
11 Divide by 2021 Annualized Revenue(Schedule No.2) $ 2,283,241 $ 3,163,379
12 Indexed net of rate case expense reduction 1.58% 1.76%
13 Notes:(1)Ave Maria UtilityCompany last increased its ratespursuant to the 5th'Phase of Final Order
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No.2017-01,effective September 14, 2021
14 (2)The Company has no outstanding complaints or regulatory enforcement issues outstanding
15 with FDEP or any other Regulatory Agency
16 (3)The Company holds the following regulatory permits:
17 Water: DEP ID#223650-001-WC;CUP#11-02336-W
18 Sewer: DEP ID#FLA 376400
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Schedule2Vo. 1
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Ave Maria Utility Company,LLLP
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Schedule of Annualized Revenue s
For the Year Ended December 31,2021 r
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No.of i
Line Present Bills/ I
No. Rates Gallons(000) Annualized
1 Water
2 Residential&General Service
3 Base Facility Charges:
4 5/8 x 3/4" $ 40.22 35,124 $ 1,412,687
5 1" 100.55 144 14,479
6 11/2" 201.07 240 48,257 1.
7 2" 321.73 312 100,380 1
8 3" 603.22 168 101,341 i
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9 4'' 1,005.38 12 12,065 1
10 Total Base Facility Charges 1,689,209 i
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11 Gallonage Charges: 1
12 Residential
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13 Up to 5,000 gallons 2.84 109,840 311,947
g.
14 5,001-10,000 gallons 4.29 8,620 36,982
15 10,001-15,000 gallons 5.70 1,170 6,671
16 Over 15,000 gallons 8.53 603 5,143
17 General Services
18 Gallonage charge per 1,000 gallons 3.19 60,074 191,636
)
19 Gallonage charge per 1,000 gallons Construction Use 6.05 6,885 41,654
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20 Total Gallonage Charges 594,033
21 Total Annualized Water Revenue $ 2,283,241 61
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22 Sewer 1
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23 Residential&General Service
24 Base Facility Charges:
25 5/8 x 3/4" $ 48.18 34,860 $ 1,679,555
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26 1" 120.39 72 8,668
27 1 1/2" 240.80 216 52,013
28 2" 385.26 252 97,086
29 3" 722.40 156 112,694 i
30 4" 1,203.99 12 14,448 i
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31 Gallonage Charge per 1,000 gallons 4.71 182,036 857,387
q32 Total Residential and General Service 2,821,851
33 Reclaimed Water Service
34 Base Facility Charges
35 6" 4,337.33 12 52,048
36 8" 6,935.75 24 166,458
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37 Gallonage Charge per 1,000 gallons 0.55 223,677 123,022 )
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38 Total Reclaimed Water 341,528 I
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39 Total Annualized Sewer Revenue $ 3,163,379
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Schedul0 No.2
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Ave Maria Utility Company,LLLP
Schedule of Present and Proposed Rates
For the Year Ended December 31,2021
Monthly Rates
Line Present Index Proposed
No. Rates(1) Increase(2) Rates
1 Water ( 1.58%)Increase
2 Residential&General Service
3 Base Facility Charges:
4 5/8 x 3/4' $ 40.22 $ 0.64 $ 40.86
5 1" 100.55 1.59 102.14
6 1 1/2" 201.07 3.18 204.25
7 2" 321.73 5.08 326.81
8 3" 603.22 9.53 612.75
9 4" 1,005.38 15.89 1,021.27
10 6" 2,010.74 31.77 2,042.51
11 8" 3,217.22 50.83 3,268.05
12 Gallonage Charges:
13 Residential
14 Up to 5,000 gallons $ 2.84 $ 0.04 $ 2.88
15 5,001-10,000 gallons 4.29 0.07 4.36
16 10,001-15,000 gallons 5.70 0.09 5.79
17 Over 15,000 gallons
8.53 0.13 8.66
18 General Services
19 Gallonage charge per 1,000 gallons $ 3.19 $ 0.05 $ 3.24
20 Gallonage charge per 1,000 gallons Construction Use 6.05 0.10 6.15
21 Wastewater ( 1.76%)Increase
22 Residential&General Service
23 Base Facility Charges:
24 5/8 x 3/4" $ 48.18 $ 0,85 $ 49.03
25 1" 120.39 2.12 122.51
26 1 1/2" 240.80 4.24 245.04
27 2" 385.26 6.78 392.04
28 3" 722.40 12.71 735.11
29 4" 1,203.99 21.19 1,225.18
30 6" 2,407.97 42.38 2,450.35
31 8" 3,852.76 67.81 3,920.57
32 Gallonage Charge per 1,000 gallons $ 4.71 $ 0.08 $ 4.79
33 Reclaimed Water ( 1.76%)Increase
34 Base Facility Charges
35 6" $ 4,337.33 $ 76.34 $ 4,413.67
36 8" 6,935.75 122.07 7,057.82
37 Gallonage Charge per 1,000 gallons $ 0.55 $ 0.01 $ 0.56
38 Notes:(1)Present Rates are net of the regulatory assessment fee,which will be calculated and shown as a separate
39 line item on the customers'monthly bill
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40 (2)The adjustment to the base and volume charge is calculated by multiplying the current charges
41 by the indexed percentage increase in revenue(Schedule No.1,line 10)
Schedult4Vo.3
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Exhibit B
Revised Water and Wastewater Tariffs
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NAME OF COMPANY: AVE MARIA UTILITY COMPANY, LLLP
WA 1'ER
FOURTEENTH REVISED SHEET NO. 13.0
CANCELS THIRTEENTH REVISED SHEET NO. 13.0
GENERAL SERVICE
RATE SCHEDULE GS
AVAILABILITY- Available throughout the area served by the Company.
APPLICABILITY- For water service to commercial Customers and all Customers for
which no other schedule applies.
LIMITATIONS- Subject to all of the Rules and Regulations of this Tariff and General
Rules and Regulations of the Authority.
RA 1'E-
BASE FACILITY REGULATORY
METER SIZE CHARGE PER MONTH ASSESSMENT FEE
5/8"x 3/4" $40.86 $0.82
1" 102.14 2.04
1 1/2" 204.25 4.09
2" 326.81 6.54
3" 612.75 12.26
4" 1,021.27 20.43
6" 2,042.51 40.85
8" 3,268.05 65.36
Gallonage Charge
(per 1,000 Gallons) $3.24 $0.06
Gallonage Charge
(per 1,000 Gallons)
Construction Use $6.15 $0.12
MINIMUM CHARGE- Base Facility Charge only, if no consumption.
TERMS OF PAYMENT- Bills are due when rendered and become delinquent if not paid
within twenty (20) days. After five (5) days' written notice, water
service may be discontinued.
Douglas E.Baird, Agent
NAME TITLE
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NAME OF COMPANY: AVE MARIA UTILITY COMPANY, LLLP
WATER
FIF 1'LENTH REVISED SHEET NO. 14.0
CANCELS FOURTEENTH REVISED SHEET NO. 14.0
RESIDENTIAL SERVICE
RA 1'E SCHEDULERS
AVAILABILITY- Available throughout the area served by the Company.
APPLICABILITY- For water service to all residential Customers.
MUTATIONS - Subject to all of the Rules and Regulations of this Tariff and
General Rules and Regulations of the Authority.
RATE-
BASE FACILITY REGULATORY
METER SIZE CHARGE PER MONTH ASSESSMENT FEE
5/8" x 3/4" $40.86 $0.82
1" 102.14 2.04
1 '/2" 204.25 4.09
Gallonage Charge
Up to 5,000 gallons $2.88 $0.06
5,001 to 10,000 gallons 4.36 0.09
10,001 to 15,000 gallons 5.79 0.12
Over 15,000 gallons 8.66 0.17
MINIMUM CHARGE- Base Facility Charge only, if no consumption.
IERMS OF PAYMENT- Bills are due when rendered and become delinquent if not paid
within twenty (20) days. After five (5) days' written notice,water
service may be discontinued.
Douglas E. Baird, Agent
NAME TITLE
17
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NAME OF COMPANY: AVE MARIA UTILITY COMPANY,LLLP
WASTEWA 1'ER
FOURTEENTH REVISED SHEET NO. 12.0
CANCELS THIRTEENTH REVISED SHEET NO. 12.0
GENERAL SERVICE
RATE SCHEDULE GS
AVAILABILITY- Available throughout the area served by the Company.
APPLICABILITY- For wastewater service to commercial Customers and all Customers
for which no other schedule applies.
LIMITATIONS - Subject to all of the Rules and Regulations of this Tariff and General
Rules and Regulations of the Authority.
RATE-
BASE FACILITY REGULATORY
METER SIZE CHARGE PER MONTH ASSESSMENT FEE
5/8" x 3/4" $49.03 $0.98
1" 122.51 2.45
1 1/2" 245.04 4.90
2" 392.04 7.84
3" 735.11 14.70
4" 1,225.18 24.50
6" 2,450.35 49.01
8" 3,920.57 78.41
Gallonage Charge
(per 1,000 Gallons) $4.79 $0.10
MINIMUM CHARGE- Base Facility Charge only,if no consumption.
1'P,RMS OF PAYMENT- Bills are due when rendered and become delinquent if not paid
within twenty (20) days. After five (5) days' written notice,
wastewater service may be discontinued.
Douglas E.Baird, Agent
NAME TITLE
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NAME OF COMPANY: AVE MARIA UTILITY COMPANY,LLLP
WASTEWATER
FIFTEENTH REVISED SHEET NO. 13.0
CANCELS FOUR 1'hENTH REVISED SHEET NO. 13.0
RESIDENTIAL SERVICE
RAFE SCHEDULE RS
AVAILABILITY- Available throughout the area served by the Company:
APPLICABILITY- For wastewater service to all residential Customers.
LIMITATIONS- Subject to all of the Rules and Regulations of this Tariff and General Rules
and Regulations of the Authority.
RATE-
BASE FACILITY REGULATORY
METER SIZE CHARGE PER MONTH ASSESSMENT FEE
5/8"x 3/4" $49.03 $0.98
1" 122.51 2.45
1 1/2" 245.04 4.90
Gallonage Charge
(per 1,000 Gallons) $4.79 $0.10
MINIMUM CHARGE- Base Facility Charge only, if no consumption.
TERMS OF PAYMENT- Bills are due when rendered and become delinquent if not paid
within twenty (20) days. After five (5) days' written notice,
wastewater service may be discontinued.
Douglas E.Baird, Agent
NAME TITLE
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NAME OF COMPANY: AVE MARIA UTILITY COMPANY, LLLP
WASTEWATER
FOURTEENTH REVISED SHEET NO. 14.0
CANCELS THIRTEENTH REVISED SHEET NO. 14.0
RECLAIMED WATER SERVICE
RATE SCHEDULE
AVAILABILITY- Available by special contract to areas within the certificated service
territory of Service Company.
APPLICABILITY - To the extent of its capacity and wastewater flows,the Utility will provide
irrigation quality water using treated wastewater effluent.
LIMITATIONS - Subject to all of the Rules and Regulations of this Tariff and General
Rules and Regulations of the Authority.
RATE-
BASE FACILITY REGULATORY
METER SIZE CHARGE PER MONTH ASSESSMENT FEE
6" $4,413.67 $88.27
8" 7,057.82 141.16
Gallonage Charge
(per 1,000 Gallons) $0.56 $0.01
Douglas E.Baird, Agent
NAME TITLE
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Ex
hibit C
Ave Maria Utility Company, LLLP's Customer Notice
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Ave Maria
U t i L i t y Company
CUSTOMER NOTICE
July_, 2022
On March 21,2022,the Collier County Water and Wastewater Authority(the"Authority")
adopted provisions permitting water and wastewater utilities to adjust the rates it charges to its
customers without those customers bearing the additional expense of a public hearing. The
adjustment in rates would depend on increases or decreases in non-controllable expenses and
subject to inflationary pressures such as chemicals, and other operational and maintenance costs.
In the last general rate case for Ave Maria Utility Company,LLLP ("utility"or"AMUC")
the Authority allowed recovery of rate case costs over a four year period. Those costs have now
been fully recovered and as such AMUC needs to reduce expenses for those fully recovered costs.
Those reductions have been used to offset, in part,the inflation adjustments outlined above so that
only the net increase is implemented.
On June 7, 2022, AMUC filed notice of intent with the Growth Management District
(GMD) Operations & Regulatory Management Division, to increase water and wastewater rates
as a result of the net impact of the inflation index increase and the reduction as outlined above. If
acknowledged and approved by the Collier County Water and Wastewater Authority, water rates
will increase by approximately 1.58% and wastewater rates by 1.76%. The adjusted rates should
be reflected on your bill for August service.
You can review a schedule of the present and new rates on the utility website at:
https://amuc.com/service/docs/Current_and Proposed_Rates_2022.pdf.
Should you have any questions,please contact your local utility office at (239) 348-0248.
Be sure to have your account number handy for quick reference. Customers may also direct
inquiries to the GMD P&R Department of Operations and Regulatory Management, 2800 N.
Horseshoe Dr.,Naples, Florida 34104 at (239) 252-2388.
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ATTACHMENT "C"
RE: Ave Maria Utility Company Notice of Intent to Adjust Rates
Pursuant to 2022 Index
July 11,2022
Collier County
Water and Wastewater Authority
25
ATTACHMENT"A"
Final Order No. 2022-01
RE: Establishment of 2022 Price Index Factor
March 21, 2022
Collier County
Water and Wastewater Authority
26
FINAL ORDER NO. 2022-01
COLLIER COUNTY WATER AND WASTEWATER AUTHORITY
A FINAL ORDER OF THE COLLIER COUNTY WATER AND WASTEWATER
AUTHORITY,PURSUANT TO SECTION 1-6,COLLIER COUNTY ORDINANCE
NO. 96-6, AS AMENDED, PROVIDING FOR THE ADOPTION OF THE 2022
PRICE INDEX FACTOR SET ANNUALLY BY THE FLORIDA PUBLIC
SERVICE COMMISSION, FOR UTILIZATION IN PRICE INDEX RATE
APPLICATIONS FOR NONEXEMPT WATER AND/OR WASTEWATER
UTILITIES PROVIDING SERVICE IN UNINCORPORATED COLLIER
COUNTY AND THE CITY OF MARCO ISLAND, FLORIDA.
WHEREAS, Collier County Ordinance No. 96-6, as amended, provides for the
Collier County Water and Wastewater Authority ("AUTHORITY")to adopt a price index
factor for water and/or wastewater utilities on or before May 15'of each calendar year for
the utilization in price index rate application; and
WHEREAS, Collier County Ordinance No. 96-6, as amended, provides that the
price index factor shall be equivalent to the price index factor set annually by the Florida
Public Service Commission ("COMMISSION'); and
WHEREAS,the COMMISSION issued Order No. PSC-2021-0463-PAA-WS on
December 17, 2021, establishing the 2022 Price Index of 4.53 percent for water and/or
wastewater utilities; and
WHEREAS, the COMMISSION issued Consummating Order No. PSC-2022-
0024-CO-WS on January 12, 2022, enabling Order No. PSC-2021-0463-PAA-WS to
become final and effective on January 12, 2022
NOW,THEREFORE, IT IS HEREBY ORDERED by the Collier County Water
and Wastewater Authority, in public meeting assembled, that:
1. The 2022 Price Index is 4.53 percent.
2. Any water and/or wastewater utility that intends to increase its rates by
implementation of this price index must notify the AUTHORITY on or after
the effective date of this Final Order of such intent and shall apply the 2022
Price Index to applicable 2021 calendar year operation and maintenance
expenses.
3. Utilities using the 2022 Price Index shall use the forms attached as Appendices
"A", "B", "C" and "D", and shall follow all price index application
requirements specified in Collier County Ordinance No. 96-06, as amended,
before implementing any index.
4. This Order shall become effective upon adoption by the AUTHORITY and
shall remain in effect until the AUTHORITY authorizes a change.
122-OPS-00492/1704316/11 Page 1 of 2
27
This Final Order adopted this 21"day of March 2022, after motion, second, and majority
vote favoring the same.
COLLIER COUNTY WATER AND
WASTEWATER AUTHORITY
-----
Patricia'Sherfjf, Chairman
Approved as to form and legality:
rek D. Perry
Assistant County Attorney
122-OPS-00492/I70431o/1j Page 2 of 2
28
APPENDIX"A"
2022 PRICE INDEX APPLICATION
TEST YEAR ENDED DECEMBER 3 I, 202I'
Utility: WATER WASTEWATER
2021 Operation and maintenance Expenses(O&M)
LESS:
(a) Pass-Through Items:
(1) Purchased Power
(2) Purchased Water
(3) Purchased Sewage
Treatment
(4) Other`:
(b) Rate Case Expenses Included In
2021 Expenses
(c) Adjustments to O&M Expenses from
last rate case, if applicable:
(I)
(2)
Costs to be Indexed
Multiply by the 2022 Price Index Factor 0.0453 0.0453
Indexed Costs
Add: Pass-Through Items
Total of Indexed Costs and Pass-Through Items
Divide Total of Indexed Costs and Pass-Through Items
by Expansion Factor for Regulatory Assessment Fees 0.980 0.980
Increase in Revenue
Divide by 2021 Annualized Revenue'
Percentage Increase in Rates
'This amount should be for the calendar year 2021. If the utility is on a fiscal year,
a pro rata distribution between the utility's two affected annual reports should be included
as a supplemental attachment. The annual reports or general ledgers should be used as the
source document(s). The utility is required to send a worksheet showing the pro rata
distribution.
21f applicable, deduct on this line any other expenses for which a pass-through has
been received. Specify the type of expense, which is being deducted.
'If rates changed during or subsequent to calendar year 2021, the book revenues must be
adjusted to show the changes and an explanation of the calculation should be attached to
this form. (See Appendix"B"for instructions and sample format.)
29
APPENDIX "B"
ANNUALIZED REVENUE WORKSHEET
Have rates charged for customer services changed since January 1, 2021?
( ) If no, the utility should use actual revenues. This form may be disregarded.
( ) If yes, the utility must annualize its revenues. Complete the remainder of this form.
Annualizing calculates the revenue the utility would have earned based upon 2021
customer consumption at the most current rates in effect. To complete this calculation, the
utility will need consumption data for 2021 to apply to the existing rate schedule. Below
is a sample, which may be used.
CALCULATION OF ANNUALIZED REVENUES'
Number of
Bills/ Current Annualized
Gallons Sold x Rates Revenues
Residential Bills:
s/s" x 3/" meters
1" meters
1 ''/z"meters
2"meters
Total No. Bills 2 2 2
Gallons Sold
Other Revenue
General Service:
5/8"x %" meters
1" meters
1 '/" meters
2" meters
3" meters _
4" meters
6" meters
Total No. Bills 22
Gallons Sold
Other Revenue
Total Annualized Revenues for 2021 $
'Annualized revenues must be calculated separately if the utility consists of both a
water system and a sewer system. This form is designed specifically for utilities using a
base facility charge rate structure. If annualized revenues must be calculated and further
assistance is needed, contact the Utility Regulation Staff at(239) 252-4150.
'Complete only if billing charge is separate.
30
APPENDIX"C"
AFFIDAVIT
I , UNDER OATH hereby affirms that I am the duly
authorized representative of and that the figures and
calculations upon which the change in rates is based are accurate and that the change will
not cause said to exceed its last authorized or calculated rate of return, which is
%.
This affidavit is made pursuant to this utility's request for a 2022 price index rate
increase.
Title (Print Name)
Pursuant to Section 117.05(13)(a), Florida Statutes, the following notarial certificate is
sufficient for an oath or affirmation:
STATE OF FLORIDA
COUNTY OF
Sworn to (or affirmed)and subscribed before me by means of[I physical presence or[_]
online notarization, this day of , , by
Month Year
Name of Person
(NOTARY SEAL)
Notary Signature
Personally Known OR Produced Identification
Type of Identification Produced
31
APPENDIX "D"
NOTICE TO CUSTOMERS
On March 21",2022, the Collier County Water and Wastewater Authority adopted
provisions permitting water and wastewater utilities to adjust the rates it charges to its
customers without those customers bearing the additional expense of a public hearing. The
adjustments in rates would depend on increases or decreases in non-controllable expenses
subject to inflationary pressures such as chemicals, and other operational and maintenance
costs.
On fi led notice of intent
with the Growth Management Department(GMD) Operations& Regulatory Management
Division,to increase water and wastewater rates as a result of this action. If acknowledged
and approved by the Collier County Water and Wastewater Authority, water rates will
increase by approximately %and wastewater rates by %. The adjusted
rates should be reflected on your bill.
Should you have any questions, please contact your local utility office. Be sure to
have your account number handy for quick reference. Customers may also direct inquiries
to the GMD Operations & Regulatory Management Division, 2800 Horseshoe Drive
North, Naples, Florida 34104 at(239)252-4150.
32
ATTACHMENT "D"
RE: Ave Maria Utility Company Notice of Intent to Adjust Rates
Pursuant to 2022 Index
July 11,2022
Collier County
Water and Wastewater Authority
33
1/27/22, 12:06 PM Statutes&Constitution View Statutes:Online Sunshine
Select Year: 2021 v €Go
The 2021 Florida Statutes
Title XXVII Shapter 367 View Entire Chapter
RAILROADS AND OTHER REGULATED UTILITIES WATER AND WASTEWATER SYSTEMS
367.081 Rates;procedure for fixing and changing.—
(1) Except as provided in subsection(4)or subsection(6),a utility may only charge rates and charges that have been approved by the commission.
(2)(a)1. The commission shall,either upon request or upon its own motion,fix rates which are just,reasonable,compensatory,and not unfairly discriminatory.In every such proceeding,the
commission shall consider the value and quality of the service and the cost of providing the service,which shall include,but not be limited to,debt interest;the requirements of the utility for working
capital;maintenance,depreciation,tax,and operating expenses incurred in the operation of all property used and useful in the public service;and a fair return on the investment of the utility in property
used and useful in the public service.However,the commission shall not allow the inclusion of contributions-in-aid-of-construction in the rate base of any utility during a rate proceeding,nor shall the
commission impute prospective future contributions-in-aid-of-construction against the utility's investment in property used and useful in the public service;and accumulated depreciation on such
contributions-in-aid-of-construction shall not be used to reduce the rate base,nor shall depreciation on such contributed assets be considered a cost of providing utility service.
2. For purposes of such proceedings,the commission shall consider utility property,including land acquired or facilities constructed or to be constructed within a reasonable time in the future,not to
exceed 24 months after the end of the historic base year used to set final rates unless a longer period is approved by the commission,to be used and useful in the public service,if:
a. Such property is needed to serve current customers;
b. Such property is needed to serve customers 5 years after the end of the test year used in the commission's final order on a rate request as provided in subsection(6)at a growth rate for equivalent
residential connections not to exceed 5 percent per year;or
c. Such property is needed to serve customers more than 5 full years after the end of the test year used in the commission's final order on a rate request as provided in subsection(6)only to the
extent that the utility presents clear and convincing evidence to justify such consideration.
Notwithstanding the provisions of this paragraph,the commission shall approve rates for service which allow a utility to recover from customers the full amount of environmental compliance costs.Such
rates may not include charges for allowances for funds prudently invested or similar charges.For purposes of this requirement,the term"environmental compliance costs"includes all reasonable expenses
and fair return on any prudent investment incurred by a utility in complying with the requirements or conditions contained in any permitting,enforcement,or similar decisions of the United States
Environmental Protection Agency,the Department of Environmental Protection,a water management district,or any other governmental entity with similar regulatory jurisdiction.
(b) In establishing initial rates for a utility,the commission may project the financial and operational data as set out in paragraph(a)to a point in time when the utility is expected to be operating at a
reasonable level of capacity.
(c) In establishing rates for a utility,upon its own motion or upon the request of a utility,the commission may authorize a utility to create a utility reserve fund for infrastructure repair and
replacement for a utility for existing distribution and collection infrastructure that is nearing the end of its useful life or is detrimental to water quality or reliability of service,to be funded by a portion of
the rates charged by the utility,by a secured escrow account,or through a letter of credit.The commission shall adopt rules to govern the implementation,management,and use of the fund,including,
but not limited to,rules related to expenses for which the fund may be used,segregation of reserve account funds,requirements for a capital improvement plan,and requirements for commission
authorization before disbursements are made from the fund.
(3) The commission,in fixing rates,may determine the prudent cost of providing service during the period of time the rates will be in effect following the entry of a final order relating to the rate
request of the utility and may use such costs to determine the revenue requirements that will allow the utility to earn a fair rate of return on its rate base.
(4)(a) On or before March 31 of each year,the commission by order shall establish a price increase or decrease index for major categories of operating costs incurred by utilities subject to its
jurisdiction reflecting the percentage of increase or decrease in such costs from the most recent 12-month historical data available.The commission by rule shall establish the procedure to be used in
determining such indices and a procedure by which a utility,without further action by the commission,or the commission on its own motion,may implement an increase or decrease in its rates based upon
the application of the indices to the amount of the major categories of operating costs incurred by the utility during the immediately preceding calendar year,except to the extent of any disallowances or
adjustments for those expenses of that utility in its most recent rate proceeding before the commission.The rules shall provide that,upon a finding of good cause,including inadequate service,the
commission may order a utility to refrain from implementing a rate increase hereunder unless implemented under a bond or corporate undertaking in the same manner as interim rates may be
implemented under s.367.087.A utility may not use this procedure between the official filing date of the rate proceeding and 1 year thereafter,unless the case is completed or terminated at an earlier
date.A utility may not use this procedure to increase any operating cost for which an adjustment has been or could be made under paragraph(b),or to increase its rates by application of a price index
other than the most recent price index authorized by the commission at the time of filing.
(b) The approved rates of any utility shall be automatically increased or decreased without hearing,upon verified notice to the commission 45 days prior to its implementation of the increase or
decrease that the utility's costs for any specified expense item have changed.
1. The new rates authorized shall reflect,on an amortized or annual basis,as appropriate,the cost of or the amount of change in the cost of the specified expense item.The new rates,however,shall
not reflect the costs of any specified expense item already included in a utility's rates.Specified expense items that are eligible for automatic increase or decrease of a utility's rates include,but are not
limited to:
a. The rates charged by a governmental authority or other water or wastewater utility regulated by the commission which provides utility service to the utility.
b. The rates or fees that the utility is charged for electric power.
c. The amount of ad valorem taxes assessed against the utility's used and useful property.
d. The fees charged by the Department of Environmental Protection in connection with the National Pollutant Discharge Elimination System Program.
e. The regulatory assessment fees imposed upon the utility by the commission.
f. Costs incurred for water quality or wastewater quality testing required by the Department of Environmental Protection.
g. The fees charged for wastewater biosolids disposal.
h. Costs incurred for any tank inspection required by the Department of Environmental Protection or a local governmental authority.
i. Treatment plant operator and water distribution system operator license fees required by the Department of Environmental Protection or a local governmental authority.
j. Water or wastewater operating permit fees charged by the Department of Environmental Protection or a local governmental authority.
k. Consumptive or water use permit fees charged by a water management district.
2. A utility may not use this procedure to increase its rates as a result of an increase in a specific expense item which occurred more than 12 months before the filing by the utility.
3. The commission may establish by rule additional specific expense items that are outside the control of the utility and have been imposed upon the utility by a federal,state,or local law,rule,order,
or notice.If the commission establishes such a rule,the commission shall review the rule at least once every 5 years and determine if each expense item should continue to be cause for an automatic
increase or decrease and whether additional items should be included.
4. This subsection does not prevent a utility from seeking a change in rates pursuant to subsection(2).
(c) Before implementing a change in rates under this subsection,the utility shall file an affirmation under oath as to the accuracy of the figures and calculations upon which the change in rates is
based,stating that the change will not cause the utility to exceed the range of its last authorized rate of return on equity.Whoever makes a false statement in the affirmation required hereunder,which
statement he or she does not believe to be true in regard to any material matter,is guilty of a felony of the third degree,punishable as provided in s.775.042,s.775.083,or s.775.084.
(d) If,within 15 months after the filing of a utility's annual report required by s.367.121.,the commission finds that the utility exceeded the range of its last authorized rate of return on equity after
an adjustment in rates as authorized by this subsection was implemented within the year for which the report was filed or was implemented in the preceding year,the commission may order the utility to
refund,with interest,the difference to the ratepayers and adjust rates accordingly.This provision shall not be construed to require a bond or corporate undertaking not otherwise required.
(e) Notwithstanding anything herein to the contrary,a utility may not adjust its rates under this subsection more than two times in any 12-month period.For the purpose of this paragraph,a combined
application or simultaneously filed applications that were filed under the provisions of paragraphs(a)and(b)shall be considered one rate adjustment.
(f) The commission may regularly,not less often than once each year,establish by order a leverage formula or formulae that reasonably reflect the range of returns on common equity for an average
water or wastewater utility and which,for purposes of this section,shall be used to calculate the last authorized rate of return on equity for any utility which otherwise would have no established rate of
return on equity.In any other proceeding in which an authorized rate of return on equity is to be established,a utility,in lieu of presenting evidence on its rate of return on common equity,may move the
commission to adopt the range of rates of return on common equity that has been established under this paragraph.
(5) An application for a rate change must he accompanied by a fee as provided by s.367.145,except that no fee shall be required for an application for a rate change made pursuant to subsection(4).
(6) The commission may withhold consent to the operation of any rate request or any portion thereof by a vote to that effect within 60 days after the date of filing of the rate request,or within a
shorter period established by rule of the commission.The order shall state a reason or statement of good cause for the withholding of consent.The commission shall provide a copy of the order to the
utility and all interested persons who have requested notice.Such consent shall not be withheld for a period longer than 8 months following the date of filing.The new rates or all or any portion thereof
34
www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&Search_String=&URL=0300-0399/0367/Sections/0367.081.html 1/2
1/27/22,12:06 PM Statutes&Constitution:View Statutes:Online Sunshine
not consented to may be placed into effect by the utility under a bond,escrow,or corporate undertaking subject to refund at the expiration of such period upon notice to the commission and upon filing
the appropriate tariffs.The commission shall determine whether the corporate undertaking may be filed in lieu of the bond or escrow.The utility shall keep accurate,detailed accounts of all amounts
received because of such rates becoming effective under bond,escrow,or corporate undertaking subject to refund,specifying by whom and in whose behalf such amounts were paid.In its final order
relating to such rate request,the commission shall direct the utility to refund,with interest at a fair rate to be determined by the commission in such manner as it may direct,such portion of the
increased rates which are found not to be justified and which are collected during the periods specified.The commission shall provide by rule for the disposition of any funds not refunded,but in no event
shall such funds accrue to the benefit of the utility.The commission shall take final action on the docket and enter its final order within 12 months of the official date of filing.
(7) The commission shall determine the reasonableness of rate case expenses and shall disallow all rate case expenses determined to be unreasonable.No rate case expense determined to be
unreasonable shall be paid by a consumer.In determining the reasonable level of rate case expense the commission shall consider the extent to which a utility has utilized or failed to utilize the provisions
of paragraph(4)(a)or paragraph(4)(b)and such other criteria as it may establish by rule.
(8) The amount of rate case expense that the commission determines a public utility may recover through its rates pursuant to this chapter shall be apportioned for recovery over 4 years unless a
longer period can be justified and is in the public interest.At the conclusion of the recovery period,the public utility shall immediately reduce its rates by the amount of the rate case expense previously
included in rates.
(9) A utility may not earn a return on the unamortized balance of the rate case expense.Any unamortized balance of rate case expense shall be excluded in calculating the utility's rate base.
(10) A utility may specifically request the commission to process its petition for rate relief using the agency's proposed agency action procedure,as prescribed by commission rule.The commission
shall enter its vote on the proposed agency action within 5 months of the official filing date.If the commission's proposed action is protested,the final decision shall be rendered by the commission within
8 months of the date the protest is filed.At the expiration of 5 months following the official filing date,if the commission has not taken action or,if the commission's action is protested by a party other
than the utility,the utility may place its requested rates into effect under bond,escrow,or corporate undertaking subject to refund,upon notice to the commission and upon filing the appropriate tariffs.
The utility shall keep accurate records of amounts received as provided by subsection(6).
History.—s.1,ch.71-278;s.5,ch.74.195;s.3,ch.76-168;s.1,ch.77-457;s.53,ch.78-95;ss.10,25,26,ch.80-99;ss.2,3,ch.81-318;ss.8,15,ch.82-25;s.26,ch.83-218;s.3,ch.84-149;s.3,ch.85-85;s.25,ch.87-225;ss.7,26,27,
ch.89-353;s.3,ch.90-166;s.4,ch.91-429;s.85,ch.93.213;s.184,ch.94-356;s.978,ch.95-148;s.1,ch.99-319;s.3,ch.2016-226.
Copyright 0 1995-2022 The Florida Legislature•PriVagg 5ta[ement•Contact Us
35
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ATTACHMENT "B"
Final Order No. 2022-02
RE: Ave Maria Utility Company 2022 Price Index
July 11,2022
Collier County
Water and Wastewater Authority
36
CN°
FINAL ORDER NO. 2022-02
COLLIER COUNTY WATER AND WASTEWATER AUTHORITY
A FINAL ORDER OF THE COLLIER COUNTY WATER AND WASTEWATER
AUTHORITY, PURSUANT TO SECTIONS 1-6 (I) AND (J), COLLIER COUNTY
ORDINANCE NO. 96-6,AS AMENDED,ESTABLISHING AN OFFICIAL FILING DATE
FOR THE 2022 PRICE INDEX APPLICATION FROM AVE MARIA UTILITY
COMPANY,LLLP,APPROVING PRICE INDEXING INCREASES IN ITS WATER AND
WASTEWATER RATES, REQUIRING THE UTILITY TO NOTIFY ITS CUSTOMERS
OF THE INCREASES IN RATES.
WHEREAS, Ave Maria Utility Company, LLLP(UTILITY) is the holder of a certificate
for the provision of water and wastewater services to certain portions of Collier County; and
WHEREAS, Sections 1-6 (I) and (J), Collier County Ordinance No. 96-6, as amended,
provides for price index adjustments; and
WHEREAS, on March 21, 2022, the Collier County Water and Wastewater Authority
(AUTHORITY)adopted Final Order No. 2022-01 establishing the 2022 Price Index for investor-
owned water and wastewater utilities operating in Collier County; and
WHEREAS, on June 7, 2022, the UTILITY submitted its application for 2022 Price
Indexing, resulting in increases to its water and wastewater rates; and
WHEREAS, pursuant to Ordinance No. 96-6, as amended, the increase in water and
wastewater rates attributable to price indexing, cannot exceed the 2022 Price Index factor of
4.53%; and
WHEREAS, STAFF recommends approval of the UTILITY'S application for a 2022
Price Index increase to thereby authorize a 1.58% increase to the potable water rates and a 1.76%
increase to wastewater rates.
NOW, THEREFORE BE IT ORDERED by the AUTHORITY in public meeting assembled,
that:
1. The 2022 Price Index application seeks a 1.58%increase to the potable water rates and
a 1.76% increase to wastewater rates.
2. The water and wastewater rates, as depicted in the Tariff Sheets, attached hereto as
Attachment"E",and by this reference incorporated herein,are approved and authorized
to be implemented in the UTILITY'S September 2022 billing cycle.
3. Pursuant to Collier County Ordinance No. 96-6, as amended, the UTILITY shall
provide written notice, attached hereto as Attachment"F", to its water and wastewater
customers of the authorized increase and the basis for the increase.
[22-OPS-00583/1731373/1] Page 1 of 2
37 CAO
This Final Order adopted this 11 w day of July 2022, after motion, second, and majority
vote favoring the same.
COLLIER COUNTY WATER AND
WASTEWATER AUTHORITY
By:
Eloy Ricardo, Chairman
Approved as to form and legality:
Derek D. Perry
Assistant County Attorney
\\°(3V1,
�
[22-OPS-00583/1731373/1] Page 2 of 2
38 C:1 0
ATTACHMENT "E"
Final Order No. 2022-02
RE: Ave Maria Utility Company 2022 Price Index
July 11,2022
Collier County
Water and Wastewater Authority
39
NAME OF COMPANY: AVE MARIA UTILITY COMPANY, LLLP
WATER
FIFTEENTH REVISED SHEET NO. 13.0
CANCELS FOURTEENTH REVISED SHEET NO, 13.0
GENERAL SERVICE
RA 1'h SCHEDULE GS
AVAILABILITY- Available throughout the area served by the Company.
APPLICABILITY- For water service to commercial Customers and all Customers for
which no other schedule applies.
LIMITATIONS- Subject to all of the Rules and Regulations of this Tariff and General
Rules and Regulations of the Authority.
RAIE-
BASE FACILITY REGULATORY
METER SIZE CHARGE PER MONTH ASSESSMENT FEE
5/8" x 3/4" $40.86 $0.82
1" 102.14 2.04
1 1/2" 204.25 4.09
2" 326.81 6.54
3" 612.75 12.26
4" 1,021.27 20.43
6" 2,042.51 40.85
8" 3,268.05 65.36
Gallonage Charge
(per 1,000 Gallons) $3.24 $0.06
Gallonage Charge
(per 1,000 Gallons)
Construction Use $6.15 $0.12
MINIMUM CHARGE- Base Facility Charge only, if no consumption.
PERMS OF PAYMENT- Bills are due when rendered and become delinquent if not paid
within twenty(20) days. After five (5) days' written notice,water
service may be discontinued.
Douglas E.Baird, Agent
NAME TITLE
40
C40
NAME OF COMPANY: AVE MARIA UTILITY COMPANY,LLLP
WA 1'hR
SIXTEENTH REVISED SHEET NO. 14.0
CANCELS FIFTEENTH REVISED SHEET NO. 14.0
RESIDENTIAL SERVICE
RATE SCHEDULE RS
AVAILABILITY- Available throughout the area served by the Company.
APPLICABILITY- For water service to all residential Customers.
MUTATIONS- Subject to all of the Rules and Regulations of this Tariff and
General Rules and Regulations of the Authority.
RATE-
BASE FACILITY REGULATORY
METER SIZE CHARGE PER MONTH ASSESSMENT FEE
5/8"x 3/4" $40.86 $0.82
1" 102.14 2.04
1 Y2' 204.25 4.09
Gallonage Charge
Up to 5,000 gallons $2.88 $0.06
5,001 to 10,000 gallons 4.36 0.09
10,001 to 15,000 gallons 5.79 0.12
Over 15,000 gallons 8.66 0.17
MINIMUM CHARGE- Base Facility Charge only,if no consumption.
11,RMS OF PAYMENT- Bills are due when rendered and become delinquent if not paid
within twenty(20)days. After five(5)days'written notice, water
service may be discontinued.
Douglas E.Baird, Agent
NAME TITLE
41 C.�'p
NAME OF COMPANY: AVE MARIA UTILITY COMPANY,LLLP
WASTEWA 1'hR
FIFTEENTH REVISED SHEET NO. 12.0
CANCELS FOURTEENTH REVISED SHEET NO. 12.0
GENERAL SERVICE
RA fh SCHEDULE GS
AVAILABILITY- Available throughout the area served by the Company.
APPLICABILITY- For wastewater service to commercial Customers and all Customers
for which no other schedule applies.
LIMITATIONS - Subject to all of the Rules and Regulations of this Tariff and General
Rules and Regulations of the Authority.
RATE-
BASE FACILITY REGULATORY
METER SIZE CHARGE PER MONTH ASSESSMENT FEE
5/8"x 3/4" $49.03 $0.98
1" 122.51 2.45
1 1/2" 245.04 4.90
2" 392.04 7.84
3" 735.11 14.70
4" 1,225.18 24.50
6" 2,450.35 49.01
8" 3,920.57 78.41
Gallonage Charge
(per 1,000 Gallons) $4.79 $0.10
MINIMUM CHARGE- Base Facility Charge only,if no consumption.
TERMS OF PAYMENT- Bills are due when rendered and become delinquent if not paid
within twenty (20)days. After five (5) days' written notice,
wastewater service may be discontinued.
Douglas E.Baird, Agent
NAME TITLE
C'1 �
42 7Q
{
NAME OF COMPANY: AVE MARIA UTILITY COMPANY,LLLP
WASTEWA 1'bR
SIXTEENTH REVISED SHEET NO. 13,0
CANCELS FIFTEENTH REVISED SHEET NO. 13.0
RESIDENTIAL SERVICE
RA I'E SCHEDULE RS
AVAILABILITY- Available throughout the area served by the Company:
APPLICABILITY- For wastewater service to all residential Customers.
LIMITATIONS - Subject to all of the Rules and Regulations of this Tariff and General Rules
and Regulations of the Authority.
RATE-
BASE FACILITY REGULATORY
METER SIZE CHARGE PER MONTH ASSESSMENT FEE
5/8"x 3/4" $49.03 $0.98
1" 122.51 2.45
1 1/2" 245.04 4.90
Gallonage Charge
(per 1,000 Gallons) $4.79 $0.10
MINIMUM CHARGE- Base Facility Charge only, if no consumption.
TERMS OF PAYMENT- Bills are due when rendered and become delinquent if not paid
within twenty(20)days. After five (5) days' written notice,
wastewater service may be discontinued.
Douglas E. Baird, Agent
NAME TITLE
43
NAME OF COMPANY: AVE MARIA UTILITY COMPANY,LLLP
WASTEWATER
FIFTEENTH REVISED SHEET NO. 14.0
CANCELS FOURTEENTH REVISED SHEET NO. 14.0
RECLAIMED WATER SERVICE
RATE SCHEDULE
AVAILABILITY- Available by special contract to areas within the certificated service
territory of Service Company.
APPLICABILITY- To the extent of its capacity and wastewater flows,the Utility will provide
irrigation quality water using treated wastewater effluent.
LIMITATIONS - Subject to all of the Rules and Regulations of this Tariff and General
Rules and Regulations of the Authority.
RATE-
BASE FACILITY REGULATORY
METER SIZE CHARGE PER MONTH ASSESSMENT FEE
6" $4,413.67 $88.27
8" 7,057.82 141.16
Gallonage Charge
(per 1,000 Gallons) $0.56 $0.01
Douglas E.Baird, Agent
NAME TITLE
44 47
Q
ATTACHMENT "F"
Final Order No. 2022-02
RE: Ave Maria Utility Company 2022 Price Index
July 11,2022
Collier County
Water and Wastewater Authority
45 Nit)
0
Ave Maria
Utility Company
CUSTOMER NOTICE
July 2022
On March 21,2022,the Collier County Water and Wastewater Authority(the"Authority")
adopted provisions permitting water and wastewater utilities to adjust the rates it charges to its
customers without those customers bearing the additional expense of a public hearing. The
adjustment in rates would depend on increases or decreases in non-controllable expenses and
subject to inflationary pressures such as chemicals,and other operational and maintenance costs.
In the last general rate case for Ave Maria Utility Company,LLLP("utility"or"AMUC")
the Authority allowed recovery of rate case costs over a four year period. Those costs have now
been fully recovered and as such AMUC needs to reduce expenses for those fully recovered costs.
Those reductions have been used to offset, in part,the inflation adjustments outlined above so that
only the net increase is implemented.
On June 7, 2022, AMUC filed notice of intent with the Growth Management District
(GMD) Operations & Regulatory Management Division, to increase water and wastewater rates
as a result of the net impact of the inflation index increase and the reduction as outlined above. If
acknowledged and approved by the Collier County Water and Wastewater Authority, water rates
will increase by approximately 1.58% and wastewater rates by 1.76%. The adjusted rates should
be reflected on your bill for August service.
You can review a schedule of the present and new rates on the utility website at:
https://amuc.comiservice/docs/Current and_Proposed_Rates_2022.pdf.
Should you have any questions, please contact your local utility office at(239) 348-0248.
Be sure to have your account number handy for quick reference. Customers may also direct
inquiries to the GMD P&R Department of Operations and Regulatory Management, 2800 N.
Horseshoe Dr.,Naples, Florida 34104 at (239) 252-2388.
46
0V,)
Ave Maria Utility Company Developer Agreements Summary
CCWWA meeting July 11,2022
Agenda Item V.A
Water
Builder Development Name Agreement date 8 of Residences
Lennar Homes,LLC National Golf&Country Amenity Phase 2 1/26/2022 75
Pulte Home Company,LLC Del Webb 301-303&311 2/23/2022 127
Lennar Homes,LLC National Golf&Country Amenity Phase 2 Amendment 1 3/4/2022 -75
CC Ave Maria,LLC Maple Ridge Phase 7B 3/4/2022 314
Lennar Homes,LLC National Golf&Country Club Multi-Family Phase 3 3/4/2022 498
Lennar Homes,LLC National Golf&Country Amenity Phase 4 4/22/2022 171
Lennar Homes,LLC National Golf&Country Coach Homes 4/22/2022 176
CC Ave Maria,LLC Silverwood @ Maple Ridge Reserve Phase 3&4 6/27/2022 290
Total new residences 1576
Wastewater
Builder Development Name Agreement date 8 of Residences
Lennar Homes,LLC National Golf&Country Amenity Phase 2 1/26/2022 75
Pulte Home Company,LLC Del Webb 301-303&311 2/23/2022 126
Lennar Homes,LLC National Golf&Country Amenity Phase 2 Amendment 1 3/4/2022 -75
CC Ave Maria,LLC Maple Ridge Phase 7B 3/4/2022 314
Lennar Homes,LLC National Golf&Country Club Multi-Family Phase 3 3/4/2022 498
Lennar Homes,LLC National Golf&Country Amenity Phase 4 4/22/2022 171
Lennar Homes,LLC National Golf&Country Coach Homes 4/22/2022 176
CC Ave Maria,LLC Silverwood @ Maple Ridge Reserve Phase 3&4 6/27/2022 290
Total new residences 1575
47
Ave Maria
Utility Company
February 28, 2022
Collier County Development Services Center
Attn: Kenneth Kovensky
2800 North Horseshoe Drive
Naples, FL 34104
Re: Developer Agreements—005-21 National Golf& Country Amenity Ph 3
Ave Maria Utility Company, LLLP
Dear Mr. Kovensky:
Please find the enclosed copy of the Developer Agreement—National Golf& Country Amenity Ph 3 executed
between Ave Maria Utility Company, LLLP and Lennar Homes, LLC. This agreement is subject to the general
terms of the Master Developer Agreement—National Golf and Country Club at Ave Maria executed on
December 5, 2019.
The current amount of capacity reserved at the water and wastewater plants (including this project) are 1.79
MGD and 1.55 MGD, respectively. The water and wastewater plants have a total permitted maximum day
operation capacity of 0.999 MGD and 0.9 MGD, respectively and the current Max Daily Flow is .716 MGD and
.641 MGD, respectively.
If you have any questions concerning the attached Developer Agreement, please contact AMUC at 239-348-
0248.
Thank You,
7-akyti7 ,S)fryte,
Tammy Smith
Customer Service Manager
File—AMUC Project#005-21 National Golf& Country Amenity Ph 3
5076 ANNUNCIATION CIRCLE,SUITE#102 AVE MARIA,FL 34142 TEL 239.348.0248 FAX 239.348.3740
48
This Instrument prepared by and
and should be returned to:
Sundstrom&Mindlin,LLP
2548 Blairstone Pines Drive
Tallahassee,Florida 32301
(850)877-6555
DEVELOPER PHASE AGREEMENT
NATIONAL GOLF& COUNTRY AMENITY
PHASE 2
THIS AGREEMENT, made as of this 26 day of January , 2022 between LENNAR
HOMES, LLC ("Developer"), and AVE MARIA UTILITY COMPANY, LLLP, a Florida limited
liability limited partnership ("Utility").
RECITALS
WHEREAS,on December 5, 2019 Developer and Utility entered into a Master Developer
Agreement ("Master Agreement") which sets forth the general terms and conditions for the
provision of potable water and central wastewater service within the Ave Maria development;and,
WHEREAS, the Master Agreement contemplates the parties will enter into a series of
Developer Agreements that will apply to particular Phases of Developer's Project; and,
WHEREAS, Developer is now ready to develop the property set forth in Exhibit"A"and
incorporated herein by reference ("National Golf & Country Amenity Phase 2") and Utility is
prepared to provide potable water and central wastewater service to National Golf& Country
Amenity Phase 2 as more specifically set forth herein.
NOW, THEREFORE, in consideration of the premises and mutual covenants contained
herein, the Utility and Developer agree as follows:
1. The above referenced recitals are true and correct and, along with the Master
Agreement, are incorporated herein by reference.
2. Pursuant to Section 3(j) of the Master Agreement Developer agrees to pay to Utility
System Capacity Charges (Exhibit "B") of $140,698.89 for water service and $118,719.00 for
wastewater service. In consideration thereof,Utility agrees to reserve 216.63 ERC's of water system
capacity and 210.94 ERC's of wastewater system capacity for National Golf& Country Amenity
Phase 2,and to provide water and sewer services in accordance with the terms of this Agreement,the
Master Agreement, and the Utility's approved Tariffs.
3. Prior to approval of Plans and Specifications, Developer shall pay Utility a Plan
Review and Construction Observation Fee in the amount of 0.75 percent (plan review) plus 2.25
1
49
percent (construction observation) of the Estimate of the Probable Construction Cost as required
by the Utility's Technical Standards and Specifications. The Plan Review and Construction
Observation Fee shall cover costs incurred by the Utility with regard to the construction and
contribution of On-Site Facilities and Off-Site Facilities and any other costs incurred in the
execution and performance of this Agreement. The parties agree that this Paragraph replaces and
supersedes the provisions set forth in Section 3(h) of the Master Agreement and any other
provisions therein related to this subject.
4. In the event Developer,or other occupants of the National Golf& Country Amenity
Phase 2 property utilize capacity in excess of the reservation made under this Agreement,Developer
shall be required to pay additional System Capacity Charges for such capacity. The rate to be paid
shall be the System Capacity Charge then in effect,according to the Utility's then approved tariff. In
the event Developer wishes to construct units in addition to those for which capacity is reserved
hereunder,an amendment to this Agreement shall be required. In no event shall Utility be obligated
to provide water or wastewater service to the National Golf & Country Amenity Phase 2 at
Property in excess of the amounts set forth herein. If all or part of the National Golf& Country
Amenity Phase 2 Property requires additional water and/or wastewater service, revised plans and
specifications shall be prepared by Developer,to be approved by Utility, and a new agreement,or
Amendment to the National Golf& Country Amenity Phase 2 Agreement, which directly relates
to the respective additional terms and/or additional facilities, shall be executed prior to granting
additional capacity or the installation of the additional facilities.
IN WITNESS WHEREOF, Developer and Utility have executed and delivered this
Agreement as of the day and year first above written.
2
50
LENNAR H ES,LLC
By: Darin McMurray
Its: Vice President
AVE MARIA UTILITY COMPANY,LLLP
A Florida Limited Liability Limited Partnership
By Its General Partners:
Barron Collier Corporation,
A Florida Corporation
General Partner
(Corporate Seal)
By: .1),4214j
Bradley A.Boa2.0Vice reesiden
Nua Baile,LLC
A Florida Limi ed Liability Company
Genera artner
By: (. v.j..,<''
Paul . Roney, resi ent
Reviewed By: r ✓ it. 1/eq
Jaso ogel,Sr. Project Manager
3
51
STATE OF _
COUNTY OF l ex
The foregoing instrument was acknowledged before me by means of , hysical presence or 0 online
notarization this day of; 99,1 ,2022,bykj ca.ketPkc +,rr�l f uch person(s)
Notary Public must check appli able_box:
L N are personally known to me.
O produced.his/her current driver license.
❑ produced f p ` � as identification.
�riY►G', ANDREAPASSINI Notary Public
''/,•`� + Notary Public-State of Florida
l•'alkaVi Commission#HH 024534 Printed Name of Notary: 74-.. .k\r-t_LA l aS C a vu
VINt r My Comm.Expires Aug 1,2024 l Commission Number: PM"- 0 2_`I a 3'1
d Bonded through National Notary Assn. My Commission Expires: A ` ?_a z.9
�-
STATE OF Florida
COUNTY OF Collier
The foregoing instrument was acknowledged before me by means of I34 'sical presence or 0 online
notarization this day of ..\rtlikekr,/ . ;541' ,2022,byl�l,i.aleti A.3erx .Such person(s)
Notary Public must check applicable b �
Fare personally known to me.
0 produced his/her current driver license.
uced as identification.
(No t�Ic KIMD.DAVIDSON ;
> a r
Notary Public•State of Florida �t^t r +� •""�—
_jc rxrt "`' Commission p HH 201826 l Notary Public
—for My Comm.Expires Feb 19,2026 Printed Name of Notary: 'kw KA • n v,k50r,
Bonded through National Notary Assn. Commission Number: 1-4 l+ZU 1 E'ZCe —.—.—
My Commission Expires: -2— I c1 — ZO E.G9
STATE OF A-1 ei-pm/4&
COUNTY OF WA61 T Z )13.
The foregoing instrument was acknowledged before Ra, by m an'saof physical presence or ❑ online
notarization this day of L j)qi 2 f ,2022,by f u4.� £./Calt j'Such person(s)
Notary Public must check applicable box: ✓
. are personally known to me.
❑ produced his/her current driver license.
❑ produced rentificati(Notary Seal)
—_ �No ary Public Printed Name of Notary: L1- C/ ,4• Loe,,O. 4,
Commission Number:
My Commission Expires: /'fI/- 7
I UM A,RAMSDEtl
4 NO I MY PUBLIC,STATE OF MI
COUNTY OF WASHTENAW
wc,tt:,e,, iN EXPIRES MI14,R 1
it.:.•,r LUUNTY OF W tip/.l,ta L}
52
Exhibit "A"
All the AMUE Lying within Tract "CH", Tract "R" (National Boulevard) (ROW, AE,
DE, PUE and AMUE and Tract "FD1" (future development, TAE and TDE)
according to the plat of National Golf and Country Club at Ave Maria, Phase 1, a
subdivision recorded in Plat Book 67, Pages 55 through 67, of the Public Records
of Collier County, Florida.
53
EXHIBIT"B"
National Golf&Country Club Amenity Phase 2
WATER
#OF ERC I SYSTEM CAPACITY
UNIT TYPE UNITS _ DAILY FLOWS FACTOR #OF ERC'S CHARGE/ERC I CHARGE
Apartments 238 GPD') 0.865 - $ 649.48 $ -
Bars and Cocktail Lounges 10 GPCDmmm 0.036 - $ 649.48 $ -
Boarding Schools(students and staff) 94 GPCD 0.342 - $ 649.48 $ -
Country Clubs(per member) 904 28 GPCD 0.102 92.04 $ 649.48 $ 59,780.50
Day Schools(students and staff) 25 GPCD 0.091 - $ 649.48 $
Hospitals(with laundry) 278 GPD/BED 1.011 - $ 649.48 $ -
Hospitals(without laundry) 100 GPD/BED 0.364 - $ 649.48 $ -
Hotels and Motels 70 GPD/RM 0.255 - $ 649.48 $ -
Laundromats 500 GPD/WASHER 1.818 - $ 649.48 $ -
Movie Theatres,Auditoriums,Churches(per seat) 20 GPD 0.073 - $ 649.48 $ -
Pool Bathroom 358 11 GPCD 0.040 14.32 $ 649.48 $ 9,300.55
Storage(per loading bay) 111 GPD 0.404 - $ 649.48 $ -
StudentActivityCenter 10 GPDC 0.036 - $ 649.48 $ -
Grounds Maintenance 17 GPCD 0.062 - $ 649.48 $ -
Math,Science,and Technology Building(per person) 10 GPCD 0.036 - $ 649.48 $ -
Library(per person) 10 GPCD 0.036 - $ 649.48 $ -
Nursing Homes 250 GPD/BED 0.909 - $ 649.48 $ -
Factory 17 GPDC 0.062 - $ 649.48 $ -
Fitness Center 92.08 55 GPD/100 SF 0.200 18.42 $ 649.48 $ 11,960.82
Office Buildings 18 GPD/100 SF 0.065 - $ 649.48 $ -
Pool Café 80 44 GPCD 0.160 12.80 $ 649.48 $ 8,313.34
Restaurants(fast food)(per seat) 30 GPCD 0.109 - $ 649.48 $ -
Food Outlet/Concession Stand 11 GPCD 0.040 - $ 649.48 $ -
Retail(without kitchen waste) 18 GPD/100 SF 0.065 - $ 649.48 $ -
Single Family Residential 75 180 GPO 1.000 75.00 $ 649.48 $ 48,711.00
University's Central Plant per chiller 45,000 GPD 163.636 - $ 649.48 $ -
Pool Make Up Water 1 1,113 GPD 4.047 4.05 $ 650.48 $ 2,632.67
Stadiums,Ball Parks,etc.(per seat) 5 GPD 0.018 - $ 649.48 $ -
Townhouse Residences(3)
1,500 SF and less 238 GPD 0.865 - $ 649.48 $ -
1,501 SF or larger 275 GPD 1.000 - $ 649.48 $ -
University
Undergraduate 40 GPCD 0.145 - $ 649.48 $ -
Graduate-Single 60 GPCD 0.218 - $ 649.48 $ -
Graduate-Married 95 GPCD 0.345 - $ 649.48 $ -
Faculty 13 GPCD 0.047 - $ 649.48 $ -
Water System Capacity Total: $ 140,698.89
Total#of ERC'S: 216.63
WASTEWATER
#OF ERC SYSTEM CAPACITY
UNIT TYPE UNITS DAILY FLOWS FACTOR #OF ERC'S CHARGE/ERC CHARGE
A•artments 214 GPD l 0.856 - S 562.82 $ -
Bars and Cocktail Lounges 9 GPCD°�1 0.036 - $ 562.82 $ -
Boardin.Schools students and sta 85 GPCD 0.340 - $ 562.82 $ -
Count Clubs .er member 904 25 GPCD 0.100 90.40 $ 562.82 $ 50,878.93
Da Schools students and sta 22 GPCD 0.088 - $ 562.82 $ -
Hospitals with laund 250 GPD/BED 1.000 - $ 562.82 $ -
Hos.itals without laund 90 GPD/BED 0.360 - $ 562.82 $ -
Hotels and Motels 63 GPD/RM 0.252 - $ 562.82 $ -
Laundromats 450 GPD/WASHER 1.800 - $ 562.82 $ -
Movie Theatres,Auditoriums,Churches •er seat 18 GPD 0.072 - $ 562.82 $ -
Pool Bathroom 358 10 GPCD 0.040 14.32 $ 562.82 $ 8,059.58
Storage .er loadine be 100 GPD 0.400 - $ 562.82 $ -
Student Activi Center 9 GPCD 0.036 - $ 562.82 $ -
Grounds Maintenance 15 GPCD 0.060 - $ 562.82 $ -
Math,Science,and Technolo• Buildin• .er•erson 9 GPCD 0.036 - $ 562.82 $ -
Libra .er•erson 9 GPCD 0.036 - $ 562.82 $ -
Nursin•Homes 225 GPD/BED 0.900 - $ 562.82 $ -
Facto 15 GPDC 0.060 - $ 562.82 $ -
Fitness Center 92.08 50 GPD/100 SF 0.200 18.42 $ 562.82 $ 10,364.89
Office Buildin•s 16 GPD/100 SF 0.064 - $ 562.82 $ -
Pool Café 80 40 GPCD 0.160 12.80 $ 562.82 $ 7,204.10
Restaurants fast food •er seat 30 GPCD 0.120 - $ 562.82 $ -
Food Outlet/Concession Stand 10 GPCD 0.040 - $ 562.82 $ -
Retail without kitchen waste 16 GPD/100 SF 0.064 - $ 562.82 $ -
Sin.le Fami Residential 75 165 GPD 1.000 75.00 $ 562.82 $ 42,211.50
Universi 's Central Plant•er chiller 7,650 GPO 30.600 - $ 562.82 $ -
Stadiums,Ball Parks,etc. •er seat 5 GPD 0.020 - $ 562.82 $ -
Townhouse Residences Sij
1,500 SF and less 214 GPD 0.856 - $ 562.82 $ -
1,501 SF or la.er 250 GPD 1.000 - $ 562.82 $ -
Universi
Unde•raduate 36 GPCD 0.144 - $ 562.82 $ -
Graduate-Single 54 GPCD 0.216 - $ 562.82 $ -
Graduate-Married 86 GPCD 0.344 - $ 562.82 $ -
Facul 12 GPCD 0.048 - $ 562.82 $ -
Wastewater System Capacity Total: $ 118,719.00
Total#of ERC'S: 210.94
(1)GPD-Gallons per day
(2)GPCD-Gallons per capita day
(3)Condominiums shall be rated in accordance with the type(apartments,townhouses,etc.)
Total System Capacity Charge: $ 259,417.89
54
Ave Maria
l i ty Company
February 28, 2022
Collier County Development Services Center
Attn: Kenneth Kovensky
2800 North Horseshoe Drive
Naples, FL 34104
Re: Developer Agreements—010-21 Del Webb 301-303 & 311
Ave Maria Utility Company, LLLP
Dear Mr. Kovensky:
Please find the enclosed copy of the Developer Agreement—Del Webb 301-303 & 311 executed between Ave
Maria Utility Company, LLLP and Pulte Home Company, LLC. This agreement is subject to the general terms of
the Master Developer Agreement—Del Webb Community executed on September 9, 2006.
The current amount of capacity reserved at the water and wastewater plants (including this project) are 1.79
MGD and 1.55 MGD, respectively. The water and wastewater plants have a total permitted maximum day
operation capacity of 0.999 MGD and 0.9 MGD, respectively and the current Max Daily Flow is .716 MGD and
.641 MGD, respectively.
If you have any questions concerning the attached Developer Agreement, please contact AMUC at 239-348-
0248.
Thank You,
2—a41/47 ,5"'frn.4iY
Tammy Smith
Customer Service Manager
File—AMUC Project#010-21 Del Webb 301-303 & 311
5076 ANNUNCIATION CIRCLE,SUITE 4102 AVE MARIA,FL 34142 TEL 239.348.0248 FAX 239.348.3740
55
This Instrument prepared by and
and should be returned to:
Marshall Deterding
Sundstrom&Mindlin,LLP
2548 Blairstone Pines Drive
Tallahassee,Florida 32301
(850)877-6555
DEVELOPER PHASE AGREEMENT
DEL WEBB PARCEL 301-303&311
THIS AGREEMENT,made as of this day of tt':�.'tv:: , 2022, between PULTE
HOME COMPANY, LLC ("Developer"), and AVE MARIA UTILITY COMPANY, LLLP, a
Florida limited liability limited partnership("Utility").
RECITALS
WHEREAS, on SEPTEMBER 9, 2006, Developer and Utility entered into a Master
Developer Agreement("Master Agreement")which sets forth the general terms and conditions for
the provision of potable water and central wastewater service within the Ave Maria development;
and,
WHEREAS, the Master Agreement contemplates the parties will enter into a series of
Developer Agreements that will apply to particular Phases of Developer's Project;and,
WHEREAS,Developer is now ready to develop the property set forth in Exhibit"A"and
incorporated herein by reference("DEL WEBB PARCEL 301-303&311")and Utility is prepared
to provide potable water and central wastewater service to DEL WEBB PARCEL 301-303 &311
as more specifically set forth herein.
NOW, THEREFORE, in consideration of the premises and mutual covenants contained
herein,the Utility and Developer agree as follows:
1. The above referenced recitals are true and correct and, along with the Master
Agreement,are incorporated herein by reference.
2. Pursuant to Section 3(j)of the Master Agreement Developer agrees to pay to Utility
System Capacity Charges of$82,483.96 for water service and$70,915,32 for.wastewatcrservire._In,.
consideration thereof,Utility agrees to reserve 127 ERC's of water system capacity and 126 ERC's
of wastewater system capacity for DEL WEBB PARCEL 301-303&311,and to provide water and
sewer services in accordance with the terms of this Agreement, the Master Agreement, and the
Utility's approved Tariffs.
3. Prior to approval of Plans and Specifications, Developer shall pay Utility a Plan
i
56
Review and Construction Observation Fee in the amount of 0.75 percent(plan review)plus 2.25
percent (construction observation) of the Estimate of the Probable Construction Cost as required
by the Utility's Technical Standards and Specifications. The Plan Review and Construction
Observation Fee shall cover costs incurred by the Utility with regard to the construction and
contribution of On-Site Facilities and Off-Site Facilities and any other costs incurred in the
execution and performance of this Agreement. The parties agree that this Paragraph replaces and
supersedes the provisions set forth in Section 3(h) of the Master Agreement and any other
provisions therein related to this subject.
4. In the event Developer,or other occupants of the DEL WEBB PARCEL 301-303 &
311 property utilize capacity in excess of the reservation made under this Agreement,Developer shall
be required to pay additional System Capacity Charges for such capacity. The rate to be paid shall
be the System Capacity Charge then in effect,according to the Utility's then approved tariff. In the
event Developer wishes to construct units in addition to those for which capacity is reserved
hereunder,an amendment to this Agreement shall be required. In no event shall Utility be obligated
to provide water or wastewater service to the DEL WEBB PARCEL 301-303 &311 at Property
in excess of the amounts set forth herein. If all or part of the DEL WEBB PARCEL 301-303 &
311 Property requires additional water and/or wastewater service,revised plans and specifications
shall be prepared by Developer,to be approved by Utility, and a new agreement, or Amendment
to the DEL WEBB PARCEL 301-303 &311.Agreement,which directly relates to the respective
additional terms and/or additional facilities,shall be executed prior to granting additional capacity
or the installation of the additional facilities.
IN WITNESS WHEREOF', Developer and Utility have executed and delivered this
Agreement as of the day and year first above written.
2
57
PULTE HOME COMPANY,LLC
By: ,rff/c4oe'/
Its: //, ,..,r 1.,Z2e,4''''-'7,1-
AVE MARIA UTILITY COMPANY,LLLP
A Florida Limited Liability Limited Partnership
By Its General Partners:
Barron Collier Corporation,
A Florida Corporation
General Partner
JJ (Corporate Seal)
By; �'1�t:s�/G4 4
Bradley A.BoazVVice(President
Nua Baile,LLC
A Florida Limited Liability Company
General Partner
By: -
Paul R.Roney, President
Reviewed By:
Jason Vogel,Sr.Project Manager
3
58
STATE OF Ov- Aq
COUNTY OF L€e
The foregoing instrument was acknowledged before me by means of((physical presence or 0 online
notarization this day of 2.0 T1Oy uj. ,2022,by 11,1lC.Ltu.l Ht.heniMch person(s)
Notary Public must check applicable bo
are personally known to me.
❑ produced his/her current driver license.
❑ produced as identification.
aTa l S3 A K UNN - r " ll
tn ti
State of Florlda-Nota'y Public
r. •2 INola�"llibitic
Commission I GG I)0813 ry �
*?p� My Commission Expires Printed Name of Notary: .�1 'CA f C. U r r\
April 16,2022 Commission Number:
My Commission Expires: 041 Z 027_
STATE OF T'Ic1. 1Clt`
COUNTY OF -
The foregoing instrument was acknowledged before me by means of 6:1 ysical presence or 0 online
notarization this day of u t 4', F G .2022,by 1i{1,,iln f i. .c .Such person(s)
Notary Public must check applicable box:
ta-afriersonally known to me.
0 produced his/her current driver license.
0 produced as identification.
(Notaryt KW D.OAviOSON _t._>- .•b`1 c ,--.
TIA Notary Publk•State of Florida I Notary Public
d M commission I H201126 r, Printed Name of Notary:1'N VI-- L- t-r_-v i t•f.r.-
a ti, y Comm.Expires Feb 19,202e ) Commission Number: -! H C-'; (4.
Bonded through National Notary Assn.0
My Commission Expires: .`,-lei-
STATE OF I`
COUNTY OF Cti rt J-1 7./ A.-At t.A-4
The foregoing instrument as acknowledged before me by means of 13.physical presence or Cl online
notarization this day of,;Ail F-e,E 1 ,2022,bya
11 u L Jt• ft.do.c;Such person(s)
Notary Public must check applicable box: .j
are personally known to me.
❑ produced his/her current driver license.
❑ produced - as identification.
(Notary Seal)
Notary Public
LUCIE A.RAMSDELL Printed Name of Notary: e,
NOTARY RAMC,STATE OFMI Commission Number:
COUNTY OF WASHTENAW
MY COMMISSIONEXPiRES Jan t�,2071 My Commission Expires: g -
ACTING W COUNTY OF
4
59
EXHIBIT A
Legal Description
Being a part of Tract "I", Ave Maria Unit 3, Del Webb Phase One, Plat Book 47,
Pages 52-62, and part of Tract "A", Ave Maria Unit 11, Del Webb Naples
Parcels 106 & 112, Plat Book 52, Pages 67-74, and part of Tract "G"
and Tract "L6", Del Webb Naples Parcels 201-203, Plat Book 58, Pages 24-30,
and all of Tracts "FD1", "FD2", "L3B" and "L3C", and part of Tracts "A", "R", and
"L3E", Del Webb Way Extension, Plat Book ??, Pages and ??-??, and part of
Section 17, Township 48 South, Range 29 East, Collier County, Florida
(Del Webb Naples Parcels 301-303 and 311)
All that part of Tract "I", Ave Maria Unit 3, Del Webb Phase One, Plat Book 47,
Pages 52-62, and part of Tract "A", Ave Maria Unit 11, Del Webb Naples
Parcels 106 & 112, Plat Book 52, Pages 67-74, and part of Tract "G" and
Tract "L6", Del Webb Naples Parcels 201-203, Plat Book 58, Pages 24-30, and
all of Tracts "FD1", "FD2", "L3B" and "L3C", and part of Tracts "A", "R", and
"L3E", Del Webb Way Extension, Plat Book ??, Pages and ??-??, and part of
Section 17, Township 48 South, Range 29 East, of the public records of Collier
County, Florida being more particularly described as follows;
BEGINNING at the Southerlymost corner of Tract "R", (Anthem Parkway)
according to said plat of Ave Maria Unit 11, Del Webb Naples Parcels 106
& 112;
Thence along the east line of said Tract "R", North 28°34'13" East 316.99 feet;
Thence leaving said east line South 61°05'17" East 35.54 feet;
Thence 184.66 feet along the arc of a non-tangential circular curve concave
Northeast having a radius of 93.10 feet through a central angle of 113°38'52"
and being subtended by a chord which bears South 27°55'17" East 155.84 feet;
Thence 83.33 feet along the arc of a non-tangential circular curve concave
South having a radius of 160.00 feet through a central angle of 29°50'20" and
being subtended by a chord which bears South 69°45'37" East 82.39 feet;
Thence 157.45 feet along the arc of a non-tangential circular curve concave
North having a radius of 120.07 feet through a central angle of 75°08'04" and
being subtended by a chord which bears North 87°34'04" East 146.41 feet;
Thence 707.82 feet along the arc of a non-tangential circular curve concave
South having a radius of 740.00 feet through a central angle of 54°48'14" and
being subtended by a chord which bears North 77°22'42" East 681.14 feet to a
point of reverse curvature;
Thence 156.48 feet along the arc of a circular curve concave North having a
radius of 260.00 feet through a central angle of 34°28'57" and being subtended
by a chord which bears North 87°32'20" East 154.13 feet to a point of
compound curve;
Thence 151.23 feet along the arc of a circular curve concave West having a
radius of 72.50 feet through a central angle of 119°30'46" and being subtended
by a chord which bears North 10°32'29" East 125.26 feet;
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60
Thence North 40°47'06" East 20.00 feet to a point on the boundary of said
Tract "G";
Thence leaving said boundary South 49°12'54" East 95.26 feet;
Thence 32.87 feet along the arc of a circular curve concave North having a
radius of 30.00 feet through a central angle of 62°47'05" and being subtended
by a chord which bears South 80°36'27" East 31.25 feet;
Thence North 68°00'00" East 178.94 feet to a point on the boundary of said
Tract "G";
Thence along said boundary North 25°41'30" East 57.96 feet;
Thence continue along said boundary 34.93 feet along the arc of a circular
curve concave Northwest having a radius of 500.00 feet through a central angle
of 04°00'08" and being subtended by a chord which bears North 23°41'26" East
34.92 feet;
Thence leaving said boundary 13.08 feet along the arc of a non-tangential
circular curve concave East having a radius of 85.00 feet through a central
angle of 08°49'04" and being subtended by a chord which bears
North 03°28'39" West 13.07 feet;
Thence North 00°55'53" East 148.73 feet;
Thence 57.10 feet along the arc of a circular curve concave West having a
radius of 90.00 feet through a central angle of 36°21'02" and being subtended
by a chord which bears North 17°14'38" West 56.15 feet to a point of reverse
curvature;
Thence 18.16 feet along the arc of a circular curve concave Northeast having a
radius of 94.99 feet through a central angle of 10°57'24" and being subtended
by a chord which bears North 29°56'27" West 18.14 feet to a point of reverse
curvature;
Thence 34.69 feet along the arc of a circular curve concave Southwest having
a radius of 40.00 feet through a central angle of 49°41'41" and being subtended
by a chord which bears North 49°18'36" West 33.62 feet;
Thence 29.25 feet along the arc of a non-tangential circular curve concave
North having a radius of 764.00 feet through a central angle of 02°11'36" and
being subtended by a chord which bears South 75°15'11" East 29.24 feet to a
point on the boundary of Tract "R", according to said plat of Del Webb Naples
Parcels 201-203;
Thence along said boundary 12.13 feet along the arc of a non-tangential
circular curve concave Southwest having a radius of 50.00 feet through a
central angle of 13°54'20" and being subtended by a chord which bears
South 31°24'59" East 12.11 feet to a point of reverse curvature;
Thence continue along said boundary 174.49 feet along the arc of a circular
curve concave North having a radius of 85.00 feet through a central angle of
117°37'02" and being subtended by a chord which bears South 83°16'20" East
145.43 feet;
Thence leaving said boundary North 82°24'49" East 40.19 feet to a point on the
boundary of said Tract "A", according to the plat of said Del Webb Way
Extension;
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61
Thence along said boundary 16.61 feet along the arc of a non-tangential
circular curve concave North having a radius of 885.50 feet through a central
angle of 01°04'29" and being subtended by a chord which bears
North 77°47'39" East 16.61 feet;
Thence leaving said boundary South 12°44'36" East 11.34 feet to a point on the
boundary of said Tract "A", according to the plat of said Del Webb Way
Extension;
Thence along said boundary in the following Seven (7) described courses:
1. North 84°42'46" East 79.91 feet;
2. 34.62 feet along the arc of a circular curve concave South having a
radius of 50.00 feet through a central angle of 39°40'13" and being
subtended by a chord which bears South 75°27'07" East 33.93 feet;
3. 63.12 feet along the arc of a non-tangential circular curve concave North
having a radius of 575.00 feet through a central angle of 06°17'24" and
being subtended by a chord which bears North 77°22'23" East 63.09 feet
to a point of reverse curvature;
4. 173.13 feet along the arc of a circular curve concave South having a
radius of 446.00 feet through a central angle of 22°14'27" and being
subtended by a chord which bears North 85°20'55" East 172.04 feet to a
point of compound curve;
5. 530.32 feet along the arc of a circular curve concave South having a
radius of 1,010.00 feet through a central angle of 30°05'03" and being
subtended by a chord which bears South 68°29'21" East 524.25 feet;
6. South 53°26'49" East 463.31 feet;
7. Thence 443.15 feet along the arc of a circular curve concave North
having a radius of 619.50 feet through a central angle of 40°59'09" and
being subtended by a chord which bears South 73°56'24" East 433.76
feet;
Thence leaving said boundary North 80°20'07" East 15.83 feet to a point on the
boundary of said Tract "A", according to the plat of said Del Webb Way
Extension;
Thence leaving said boundary South 09°39'53" East 20.00 feet;
Thence 65.11 feet along the arc of a non-tangential circular curve concave East
having a radius of 30.00 feet through a central angle of 124°20'37" and being
subtended by a chord which bears South 18°09'48" West 53.06 feet to a point
of reverse curvature;
Thence 77.41 feet along the arc of a circular curve concave Southwest having
a radius of 254.50 feet through a central angle of 17°25'42" and being
subtended by a chord which bears South 35°17'40" East 77.12 feet;
Thence 129.11 feet along the arc of a non-tangential circular curve concave
West having a radius of 95.00 feet through a central angle of 77°52'10" and
being subtended by a chord which bears South 13°25'28" East 119.40 feet;
Thence 35.03 feet along the arc of a non-tangential circular curve concave East
having a radius of 300.01 feet through a central angle of 06°41'22" and being
subtended by a chord which bears South 09°07'59" East 35.01 feet to a point of
reverse curvature;
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Thence 75.18 feet along the arc of a circular curve concave West having a
radius of 409.04 feet through a central angle of 10°31'52" and being subtended
by a chord which bears South 07°12'44" East 75.08 feet;
Thence South 00°06'56" West 265.04 feet;
Thence North 89°53'04" West 20.00 feet;
Thence 43.23 feet along the arc of a non-tangential circular curve concave
West having a radius of 55.00 feet through a central angle of 45°02'18" and
being subtended by a chord which bears North 22°24'13" West 42.13 feet;
Thence 266.53 feet along the arc of a non-tangential circular curve concave
South having a radius of 334.18 feet through a central angle of 45°41'49" and
being subtended by a chord which bears North 67°47'04" West 259.52 feet;
Thence South 89°21'14" West 31.41 feet;
Thence South 00°38'46" East 181.11 feet;
Thence South 87°42'04" West 55.92 feet;
Thence South 89°21'14" West 94.54 feet;
Thence South 01°07'15" West 9.84 feet;
Thence 144.06 feet along the arc of a non-tangential circular curve concave
North having a radius of 3,037.00 feet through a central angle of 02°43'04" and
being subtended by a chord which bears North 87°31'13" West 144.05 feet;
Thence 23.58 feet along the arc of a non-tangential circular curve concave
Southeast having a radius of 15.01 feet through a central angle of 90°01'33"
and being subtended by a chord which bears South 49°44'07" West 21.23 feet;
Thence South 04°45'56" West 25.70 feet;
Thence 17.23 feet along the arc of a non-tangential circular curve concave East
having a radius of 721.91 feet through a central angle of 01°22'03" and being
subtended by a chord which bears South 04°23'58" West 17.23 feet;
Thence North 86°11'55" West 74.00 feet;
Thence 18.49 feet along the arc of a non-tangential circular curve concave
West having a radius of 2,617.96 feet through a central angle of 00°24'17" and
being subtended by a chord which bears North 04°18'44" East 18.49 feet;
Thence North 04°49'23" East 25.78 feet;
Thence 23.31 feet along the arc of a circular curve concave Southwest having
a radius of 15.00 feet through a central angle of 89°01'39" and being subtended
by a chord which bears North 39°41'26" West 21.03 feet to a point of reverse
curvature;
Thence 296.84 feet along the arc of a circular curve concave North having a
radius of 3,037.00 feet through a central angle of 05°36'01" and being
subtended by a chord which bears North 81°24'15" West 296.72 feet to a point
of compound curve;
Thence 60.93 feet along the arc of a circular curve concave North having a
radius of 1,237.00 feet through a central angle of 02°49'19" and being
subtended by a chord which bears North 77°11'35" West 60.92 feet to a point
of reverse curvature;
Thence 23.95 feet along the arc of a circular curve concave Southeast having a
radius of 15.00 feet through a central angle of 91°28'59" and being subtended
by a chord which bears South 58°28'35" West 21.49 feet to a point of
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compound curve;
Thence 48.28 feet along the arc of a circular curve concave East having a
radius of 463.00 feet through a central angle of 05°58'27" and being subtended
by a chord which bears South 09°44'52" West 48.25 feet;
Thence North 83°14'21" West 74.00 feet;
Thence 62.83 feet along the arc of a non-tangential circular curve concave East
having a radius of 537.00 feet through a central angle of 06°42'13" and being
subtended by a chord which bears North 10°06'45" East 62.79 feet to a point of
reverse curvature;
Thence 22.12 feet along the arc of a circular curve concave Southwest having
a radius of 15.00 feet through a central angle of 84°28'37" and being subtended
by a chord which bears North 28°46'26" West 20.17 feet to a point of reverse
curvature;
Thence 428.27 feet along the arc of a circular curve concave Northeast having
a radius of 1,237.00 feet through a central angle of 19°50'12" and being
subtended by a chord which bears North 61°05'39" West 426.13 feet to a point
of reverse curvature;
Thence 22.94 feet along the arc of a circular curve concave South having a
radius of 15.00 feet through a central angle of 87°37'11" and being subtended
by a chord which bears South 85°00'52" West 20.77 feet;
Thence South 41°12'16" West 10.00 feet;
Thence North 48°47'44" West 74.00 feet;
Thence North 41°12'16" East 10.00 feet;
Thence North 48°47'44" West 123.68 feet;
Thence 19.30 feet along the arc of a non-tangential circular curve concave
Northwest having a radius of 50.00 feet through a central angle of 22°06'58"
and being subtended by a chord which bears South 30°08'47" West 19.18 feet;
Thence South 41°12'16" West 59.95 feet;
Thence 48.69 feet along the arc of a non-tangential circular curve concave
Northwest having a radius of 390.68 feet through a central angle of 07°08'27"
and being subtended by a chord which bears South 45°04'34" West 48.66 feet;
Thence South 51°04'21" West 156.95 feet;
Thence 111.61 feet along the arc of a non-tangential circular curve concave
Southeast having a radius of 257.00 feet through a central angle of 24°52'55"
and being subtended by a chord which bears South 38°37'40" West 110.73 feet
to a point of reverse curvature;
Thence 57.59 feet along the arc of a circular curve concave Northwest having a
radius of 50.00 feet through a central angle of 65°59'55" and being subtended
by a chord which bears South 59°11'11" West 54.46 feet;
Thence North 87°48'51" West 71.88 feet;
Thence 77.08 feet along the arc of a circular curve concave Northeast having a
radius of 50.00 feet through a central angle of 88°19'17" and being subtended
by a chord which bears North 43°39'13" West 69.67 feet to a point of reverse
curvature;
Thence 215.16 feet along the arc of a circular curve concave West having a
radius of 1,657.00 feet through a central angle of 07°26'23" and being
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subtended by a chord which bears North 03°12'45" West 215.00 feet to a point
of reverse curvature;
Thence 28.49 feet along the arc of a circular curve concave East having a
radius of 50.00 feet through a central angle of 32°39'02" and being subtended
by a chord which bears North 09°23'34" East 28.11 feet;
Thence South 82°08'21" West 128.12 feet;
Thence 10.25 feet along the arc of a non-tangential circular curve concave
West having a radius of 1,537.00 feet through a central angle of 00°22'55" and
being subtended by a chord which bears South 07°40'11" East 10.25 feet;
Thence South 82°31'17" West 74.00 feet;
Thence 24.32 feet along the arc of a non-tangential circular curve concave
West having a radius of 1,463.00 feet through a central angle of 00°57'09" and
being subtended by a chord which bears North 07°57'18" West 24.32 feet;
Thence South 81°34'08" West 120.00 feet;
Thence 267.75 feet along the arc of a non-tangential circular curve concave
West having a radius of 1,342.53 feet through a central angle of 11°25'37" and
being subtended by a chord which bears South 02°43'14" East 267.31 feet;
Thence 80.67 feet along the arc of a non-tangential circular curve concave
Northwest having a radius of 50.00 feet through a central angle of 92°26'16"
and being subtended by a chord which bears South 49°12'39" West 72.20 feet;
Thence 114.94 feet along the arc of a non-tangential circular curve concave
North having a radius of 2,440.90 feet through a central angle of 02°41'52" and
being subtended by a chord which bears North 84°34'13" West 114.92 feet;
Thence 74.17 feet along the arc of a non-tangential circular curve concave
Northeast having a radius of 50.00 feet through a central angle of 84°59'31"
and being subtended by a chord which bears North 42°04'28" West 67.55 feet;
Thence North 01°03'00" East 243.93 feet;
Thence 15.48 feet along the arc of a circular curve concave East having a
radius of 50.00 feet through a central angle of 17°44'07" and being subtended
by a chord which bears North 09°55'04" East 15.42 feet;
Thence North 88°57'00" West 122.38 feet;
Thence South 01°03'00" West 23.67 feet;
Thence North 88°57'00" West 74.00 feet;
Thence North 01°03'00" East 10.00 feet;
Thence North 88°57'00" West 130.00 feet;
Thence South 01°03'00" West 6.17 feet;
Thence 32.18 feet along the arc of a non-tangential circular curve concave
West having a radius of 50.00 feet through a central angle of 36°52'12" and
being subtended by a chord which bears South 17°23'05" East 31.62 feet;
Thence South 01°03'00" West 210.69 feet;
Thence 44.44 feet along the arc of a circular curve concave West having a
radius of 243.00 feet through a central angle of 10°28'42" and being subtended
by a chord which bears South 06°17'21" West 44.38 feet;
Thence 78.10 feet along the arc of a non-tangential circular curve concave
Northwest having a radius of 50.37 feet through a central angle of 88°50'09"
and being subtended by a chord which bears South 51°39'26" West 70.51 feet;
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Thence North 83°45'06" West 79.27 feet;
Thence 79.03 feet along the arc of a circular curve concave Northeast having a
radius of 50.00 feet through a central angle of 90°33'56" and being subtended
by a chord which bears North 38°28'08" West 71.06 feet;
Thence North 06°48'50" East 145.34 feet;
Thence 110.63 feet along the arc of a circular curve concave East having a
radius of 843.00 feet through a central angle of 07°31'10" and being subtended
by a chord which bears North 10°34'25" East 110.55 feet to a point of
compound curve;
Thence 27.10 feet along the arc of a circular curve concave Southeast having a
radius of 50.00 feet through a central angle of 31°03'09" and being subtended
by a chord which bears North 29°51'35" East 26.77 feet;
Thence 127.00 feet along the arc of a non-tangential circular curve concave
North having a radius of 1,057.00 feet through a central angle of 06°53'03" and
being subtended by a chord which bears North 76°57'55" West 126.93 feet;
Thence 44.72 feet along the arc of a non-tangential circular curve concave East
having a radius of 963.00 feet through a central angle of 02°39'38" and being
subtended by a chord which bears South 14°22'00" West 44.71 feet;
Thence North 76°57'49" West 74.00 feet;
Thence 49.89 feet along the arc of a non-tangential circular curve concave East
having a radius of 1,037.00 feet through a central angle of 02°45'24" and being
subtended by a chord which bears North 14°24'53" East 49.89 feet;
Thence North 74°12'25" West 130.00 feet;
Thence South 15°43'19" West 2.89 feet;
Thence 31.55 feet along the arc of a non-tangential circular curve concave
West having a radius of 50.00 feet through a central angle of 36°09'07" and
being subtended by a chord which bears South 03°52'24" East 31.03 feet to a
point of reverse curvature;
Thence 149.20 feet along the arc of a circular curve concave East having a
radius of 1,157.00 feet through a central angle of 07°23'19" and being
subtended by a chord which bears South 10°30'30" West 149.10 feet;
Thence South 06°48'50" West 193.64 feet;
Thence 99.70 feet along the arc of a circular curve concave Northwest having a
radius of 93.00 feet through a central angle of 61°25'25" and being subtended
by a chord which bears South 37°31'33" West 94.99 feet;
Thence South 68°14'16" West 68.24 feet;
Thence 97.53 feet along the arc of a circular curve concave Northeast having a
radius of 50.00 feet through a central angle of 111°45'44" and being subtended
by a chord which bears North 55°52'52" West 82.79 feet;
Thence North 185.98 feet;
Thence 55.26 feet along the arc of a circular curve concave East having a
radius of 100.00 feet through a central angle of 31°39'43" and being subtended
by a chord which bears North 15°49'51" East 54.56 feet;
Thence North 31°39'43" East 144.93 feet to a point on the boundary of said
Tract "I";
Thence along said boundary North 28°34'13" East 132.17 feet;
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Thence leaving said boundary North 61°25'47" West 25.00 feet to the POINT
OF BEGINNING.
Containing 58.24 acres more or less.
Subject to easements and restrictions of record.
Bearings are based on the east line of said Section 17 being
North 00°52'14" West.
Certificate of authorization #LB-7866
Stantec Consulting Services, Inc.
Registered Engineers and Land Surveyors
By: Date: July 21, 2021
Lance T Miller, Professional Surveyor and Mapper#LS5627
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EXHIBIT"B"
Del Webb Parcel 301-303 8 311
WATER
UNIT TYPE I UNITS DAILY FLOWS I FACTOR I#OF ERC'S CHARGE/ERC I SYSTE CHARGECITY
Apartments 238 GPD' 0.865 - $ 649.48 S -
Bars and Cocktail Lounges 10 GPCOt" 0.036 - S 649.48 $ -
Boarding Schools(students and staff) 94 GPCD 0.342 - $ 649.48 S -
Country Clubs(per member) 28 GPCD 0.102 - $ 649 48 S -
Day Schools(students and staff) 25 GPCO 0.091 - $ 649.48 $ -
Hospitals(with laundry) 278 GPD/BED 1.011 - $ 649.48 $
Hospitals(without laundry) 100 GPD/BED 0.364 - S 649.48 $ -
Hotels and Motels 70 GPD/RM 0.255 - 5 649.48 $ -
Laundromats 500 GPD/WASHER 1.818 - $ 649.48 $ -
Movie Theatres,Auditoriums,Churches(per seat) 20 GPO 0.073 - S 649.48 5
Restrooms(per water-closet) 275 GPD 1.000 - $ 649.48 $ -
Storage(per loading bay) 111 GPO 0.404 - $ 649 48 $ -
Student Activity Center 10 GPDC 0.036 - $ 649.48 S
Grounds Maintenance 17 GPCD 0.062 - S 649.48 S -
Math,Science,and Technology Building(per person) 10 GPCD 0.036 - $ 649.48 $
Library(per person) 10 GPCD 0.036 - S 649.48 $ -
Nursing Homes 250 GPD/BED 0.909 - S 649.48 5 -
Factory 17 GPDC 0.062 - S 649.48 S -
Office Buildings 18 GPD/100 SF 0.065 - S 649.48 S -
Restaurants(per seat) 45 GPCD 0.164 - S 649.48 $ -
Restaurants(fast food)(per seat) 30 GPCD 0.109 - S 649.48 S -
Food OutleUConcession Stand 11 GPCD 0.040 - $ 649.48 S -
Retail(without kitchen waste) 18 GPO/100 SF 0.065 - $ 649.48 $ -
Single Family Residential 127 180 GPO 1.000 127.00 S 649.48 $ 82,483.96
University's Central Plant per chiller 45,000 GPD 163.636 - 5 649.48 S -
Stadiums,Ball Parks.etc.(per seat) 5 GPD 0.018 - $ 649.48 $ -
Townhouse Residences Id
1.500 SF and less 238 GPD 0.865 - $ 649.48 5 -
1,501 SF or larger 180 GPO 1.000 - S 649.48 $ -
University
Undergraduate 40 GPCD 0 145 - $ 64948 S -
Graduate-Single 60 GPCD 0.218 - $ 649.48 $ -
Graduate-Married 95 GPCD 0.345 - $ 649.48 $ -
Faculty 13 GPCD 0.047 - 5 649.48 5 -
Water System Capacity Total: $ 82,483.96
Total#of ERC'S: 127.00
WASTEWATER
UNIT TYPE UNITS I DAILY FLOWS I FACTOR #OF ERC'S I CHARGE/ERC ERC I SYSTEM HARGECAPACITV
Apartments 214 GPO01 0.856 - $ 56282 $ -
Bars and Cocktail Lounges 9 GPCD"' 0.036 - $ 562.82 S -
Boarding Schools(students and staff) 85 GPCD 0 340 - $ 562.82 S -
Country Clubs(per member) 25 GPCD 0.100 - $ 562.82 S -
Day Schools(students and staff) 22 GPCD 0.088 - $ 562.82 $ -
Hospitals(with laundry) 250 GPD/BED 1.000 - $ 562.82 $ -
Hospitals(without laundry) 90 GPD/BED 0.360 - $ 562.82 S -
Hotels and Motels 63 GPD/RM 0.252 - $ 562.82 $ -
Laundromats 450 GPDIWASHER 1.800 - S 562.82 $ -
Movie Theatres,Auditoriums,Churches(per seat) 18 GPO 0.072 - S 562.82 $ -
Restrooms(per water-closet) 250 GPO 1.000 - 5 562.82 $ -
Storage(per loading bay) 100 GPD 0.400 - 5 562.82 $ -
Student Activity Center 9 GPCD 0.036 - S 562.82 S -
Grounds Maintenance 15 GPCD 0.060 - 5 562.82 S -
Math,Science,and Technology Building(per person) 9 GPCD 0.036 - 5 562.82 S -
Library(per person) 9 GPCD 0.036 - $ 562.82 5 -
Nursing Homes 225 GPD/BED 0.900 - S 562.82 5 -
Factory 15 GPDC 0.060 - S 562.82 S -
Office Buildings 16 GPD/100 SF 0.064 - $ 562.82 $ -
Restaurants(per seal) 45 GPCD 0.180 - 5 562.82 5 -
Restaurants(fast food)(per seat) 30 GPCD 0.120 - $ 562.82 $ -
Food Outlet/Concession Stand 10 GPCD 0.040 - $ 562.82 $ -
Retail(without kitchen waste) 16 GPO/100 SF 0.064 - S 562.82 $ -
Single Family Residential 126 165 GPD 1.000 126.00 5 562.82 $ 70,915.32
University's Central Plant per chiller 7,650 GPD 30.600 - S 562.82 5 -
Stadiums,Ball Parks,etc.(per seat) 5 GPD 0.020 - $ 562.82 S -
Townhouse Residences t'I
1,500 SF and less 214 GPD 0.856 - $ 562.82 S -
1,501 SF or larger 165 GPD 1.000 - $ 562.82 S -
University
Undergraduate 36 GPCD 0.144 - S 562.82 $ -
Graduate-Single 54 GPCD 0.216 - 5 562.82 S -
Graduate-Married 86 GPCD 0.344 - $ 562.82 $ -
Faculty 12 GPCD 0.048 - S 562.82 S -
Wastewater System Capacity Total: S 70.915.32
Total#of ERC'S: 126.00
(1)GPD-Gallons per day
(2)GPCD-Gallons per capita day
(3)Condominiums shalt be rated in accordance with the type(apartments,townhouses,etc.)
Total System Capacity Charge: $ 153,399.28
68
Ave Maria
Utility Company
March 8, 2022
Collier County Development Services Center
Attn: Kenneth Kovensky
2800 North Horseshoe Drive
Naples, FL 34104
Re: Developer Agreements—005-21 National Golf& Country Amenity Ph 2
Amendment#1
Ave Maria Utility Company, LLLP
Dear Mr. Kovensky:
Please find the enclosed copy of the Developer Agreement Amendment 1 —National Golf& Country Amenity
Ph 2 executed between Ave Maria Utility Company, LLLP and Lennar Homes, LLC. This agreement is subject to
the general terms of the Master Developer Agreement—National Golf and Country Club at Ave Maria
executed on December 5, 2019, and reduces the previously reserved lots by 75 residential units.
The current amount of capacity reserved at the water and wastewater plants (including this project) are 1.76
MGD and 1.53 MGD, respectively. The water and wastewater plants have a total permitted maximum day
operation capacity of 0.999 MGD and 0.9 MGD, respectively and the current Max Daily Flow is .716 MGD and
.641 MGD, respectively.
If you have any questions concerning the attached Developer Agreement, please contact AMUC at 239-348-
0248.
Thank You,
512.4.7
Tammy Smith
Customer Service Manager
File—AMUC Project#005-21 National Golf& Country Amenity Ph 2
5076 ANNUNCIATION CIRCLE,SUITE#102 AVE MARIA,FL 34142 TEL 239.348.0248 FAX 239.348.3740
69
AMENDMENT NO.# 1
to the
AGREEMENT
for
PROVISION OF POTABLE WATER AND CENTRAL WASTEWATER SERVICE
for
LENNAR HOMES,LLC
NATIONAL GOLF&COUNTRY AMENITY PHASE 2
THIS AMENDMENT is made this t day of March , 2022 between LENNAR HOMES,
LLC,("Developer"),and AVE MARIA UTILITITY COMPANY, LLLP,a Florida limited liability limited
partnership(hereinafter"Utility"). This is Amendment No. 1 to the Agreement dated March 02,2022
between Developer and Utility.
NOW THEREFORE,Developer and Utility agree to amend the Agreement as follows:
1. Exhibit A is deleted in its entirety and replaced with the attached Exhibit A.
2. Exhibit B is deleted in its entirety and replaced with the attached Exhibit B.
3. Article 2 is deleted in its entirety and replaced with the following Article 2.
2. Pursuant to Section 3(j)of the Master Agreement,Developer agrees to pay to Utility System
Capacity Charges of$91,987.89 for water service and$76,507.50 for wastewater service,as
more specifically set forth in Exhibit`B". In consideration thereof Utility agrees to reserve
141.63 ERCs of water system capacity and 135.94 ERCs of wastewater system capacity for
Developer's National Golf&Country Amenity Ph 2,and to provide water and sewer services
in accordance with the terms of this Agreement,the Master Agreement,and the Utility's
approved Tariffs.
4. Article 3 is deleted in its entirety and replaced with the following Article 3.
3. Prior to approval of Plans and Specifications,Developer shall pay Utility a Plan Review and
Construction Observation Fee in the amount of 0.75 percent(plan review)plus 2.25 percent
(construction observations)of the Estimate of the Probable Construction Cost as required by
the Utility's Technical Standards and Specification. The Plan Review and Construction
Observation Fee shall cover costs incurred by the Utility with regard to the construction and
contribution of On-Site Facilities and Off-Site Facilities and any other costs incurred in the
execution and performance of this Agreement. The parties agree that this Paragraph replaces
and superseded the provisions set forth in Section 3(h)of the Master Agreement and any other
provisions therein related to this subject.
All other terms and conditions remain in effect in accordance with the Agreement referenced in this
Amendment.
70
Both parties indicate their approval of this Amendment by their signatures below.
Authorized signature: Authorized signature:
LENNAR HOMES,LLC AVE MARIA UTILITY COMPANY,LLLP
Date: 31 L1 z 2_ Date:
By Its General Partners:
Barron Collier Corporation
A Florida Corporation
General Partner
B By: Gl
Name: aS5a( r ? Bradley A.Boaz,V" a Presidott
Nua Baffle,LLC
A Florida Limited Liability Company
Gene er
By.
Paul .Roney,President
Reviewed By:/'�
Jason Vogel,Sr Project Manager
71
STATE OF_
COUNTY OF _�_
The foregoing instrument was acknowledged before me by means of-.physical presence or ❑ online
notarization this day of/}'?a,CCrf/ 7# •20 byRttsStit 5Mr r/l .Such person(s)
Notary Public must check applicable box:
t$'are personally known °°me.
❑ produced his/her cut driver lice se.
❑ produced ! as' e 'fieatio '
(Notary Seal)
No ar Public rtan „ Karen A.Hughes
Printed Name of Notary: A1T2t3Y PUBLIC
Commission Number: o ,STATF OF FLORIDA
My Commission Expires: = GG288290
`:61/cE 191% Expires 2/13/2023
STATE OF `"i r ,
COUNTY OF , I I 1 '
The foregoing instrument was acknowledged before me by means of 13/physical presence or 0 online
notarization this day of : , t .2020,by 1 .,..A ley tl.et r e. .Such person(s)
Notary Public must check applicable box:
i4-1V-e personally known to me.
❑ produced his/her current driver license.
_ induced as identification.
(N'it01 1T , AIM7.0AVIDSON 1 / ' 4/r•fL '." r ,
i ;#� • Natery public-stele of Florida I Notary Public
lt. 1 Cormmissior i NA 201026 Printed Name of Notary: �'�+,. l� 4 ,',
1 .?«o, My Comm.:spires Feb 19,2026 I
1 Barret thro+.ah 4etloral Notary Assn. I Commission Number: 't I� • . -..1,
My Commission Expires: , 1-1 --'t•?4
STATE OF /4.{lchjl(c/l-i!\-)
COUNTY OF j i)ta.i)-krl 4 u)
The foregoing instrument was acknowledged before me by melns of l'physical presence or 0 online
notarization this day of l f 1 1 Mardi .2020,by/ i f 1' .. Cy_ Such person(s)
Notary Public must check applicable box:
are personally known to me.
❑ produced his/her current driver license.❑ produced �-0rs identificai
(Notary Seal) ---- �'L?,/l/id?y'�f�
Notary Public
r Luca A-R L Printed Name of Notary: 1;./1r'"1P h /%40, J t' i
l
rnRvPUeu �
PUBLIC, Commission Number:
coutree of COMMISSIONM 4,2027 My Commission Expires: i--i 9C' 7
T4 w coutm of evios ieme to
4
72
Stantec
5801 Pelican Bay Boulevard,Suite 300,Naples,FL 34108
EXHIBIT`A"
Legal Description
Part of National Golf&Country Club
At Ave Marie, Phase 1,
Plat Book 67, Pages 55-67,
And National Golf& Country Club at Ave Maria, Phase 2,
Plat Book 68, Pages 97-99,
Collier County, Florida
(National at Ave Maria Phase 3)
All that Part of Tracts FD1, CH, L19, L22, L23, L24, L25, L26, L27, L36, G8, G11, and
all of Tract C11, National Golf and Country Club at Ave Maria, Phase 1, a subdivision
according to the Plat thereof as recorded in Plat Book 67, Pages 55-67, of the Public
Records of Collier County, Florida, and all that Part of Tract FD-2E, FD-2F, Tract R,
and all of Tract FD-2D, National Golf and Country Club at Ave Maria, Phase 2, a
subdivision according to the Plat thereof, as recorded in Plat Book 68, Pages 97-99,
Public Records of Collier County, Florida, being more particularly described as follows:
BEGINNING at the Northwest corner of Tract L16, of said National Golf and Country
Club at Ave Maria, Phase 1;
Thence along the East line of Tract B-2 of said National Golf and Country Club Phase
1, North 07°15'11"West 603.57 feet to a point on the southerly line of Tract L36 of said
National Golf and Country Club at Ave maria, Phase 1;
Thence along said line, North 86°15'34" East 71.18 feet;
Thence leaving said line, 77.34 feet along the arc of a non-tangential circular curve
concave Southeast having a radius of 340.00 feet through a central angle of 13°02'00"
and being subtended by a chord which bears North 23°42'37" East 77.17 feet to a
point of reverse curvature;
Thence 92.20 feet along the arc of a circular curve concave Northwest having a radius
of 760.00 feet through a central angle of 06°57'04" and being subtended by a chord
which bears North 26°45'04"East 92.15 feet to a point on the boundary of Tract FD1;
Thence along the boundary of said Tract FD1, in the following six(6)described
courses:
1. North 76°54'38"West 195.80 feet;
2. North 13°05'22"East 417.47 feet;
3. North 28°15'22" East 216.21 feet;
4. South 61°29'40"East 163.93 feet;
5. South 84°15'00" East 25.68 feet;
6. South 53°42'03"East 18.95 feet;
Thence leaving said boundary, North 36°17'57"East 311.05 feet;
Thence 420.15 feet along the arc of a circular curve concave Southeast having a
radius of 540.00 feet through a central angle of 44°34'46"and being subtended by a
chord which bears North 58°35'20"East 409.63 feet;
Thence North 80°52'42"East 122.87 feet to a point on the aforementioned boundary of
Tract FD1;
Thence along said boundary in the following sixteen (16)described courses:
73
ID, Stantec
1. 417.86 feet along the arc of a non-tangential circular curve concave East
having a radius of 912.00 feet through a central angle of 26°15'06"and being
subtended by a chord which bears North 04°03'16"East 414.21 feet;
2. North 17°10'49" East 191.50 feet;
3. 268.42 feet along the arc of a circular curve concave West having a radius of
688.00 feet through a central angle of 22°21'13"and being subtended by a
chord which bears North 06°00'12"East 266.72 feet;
4. North 05°10'25"West 7.22 feet;
5. 47.75 feet along the arc of a circular curve concave West having a radius of
100.00 feet through a central angle of 27°21'36"and being subtended by a
chord which bears North 18°51'13"West 47.30 feet to a point of reverse
curvature;
6. 109.86 feet along the arc of a circular curve concave East having a radius of
195.00 feet through a central angle of 32°16'45"and being subtended by a
chord which bears North 16°23'38"West 108.41 feet;
7. North 00°15'16"West 66.95 feet;
8. North 00°14'07"West 43.11 feet;
9. North 89°45'53"East 390.02 feet;
10. South 00°14'07" East 110.00 feet;
11.76.31 feet along the arc of a circular curve concave West having a radius of
195.00 feet through a central angle of 22°25'19"and being subtended by a
chord which bears South 10°58'32"West 75.82 feet to a point of reverse
curvature;
12.47.75 feet along the arc of a circular curve concave East having a radius of
100.00 feet through a central angle of 27°21'36"and being subtended by a
chord which bears South 08°30'24"West 47.30 feet;
13. South 05°10'25"East 7.22 feet;
14. 394.83 feet along the arc of a circular curve concave West having a radius of
1,012.00 feet through a central angle of 22°21'13"and being subtended by a
chord which bears South 06°00'12"West 392.33 feet;
15. South 17°10'49"West 191.50 feet;
16. 269.16 feet along the arc of a circular curve concave East having a radius of
588.00 feet through a central angle of 26°13'37"and being subtended by a
chord which bears South 04°04'00"West 266.81 feet;
Thence leaving said boundary, 207.17 feet along the arc of a non-tangential circular
curve concave South having a radius of 890.00 feet through a central angle of
13°20'14"and being subtended by a chord which bears North 88°01'16" East 206.70
feet to a point on the aforementioned boundary of Tract FD1;
Thence along said boundary in the following seventeen(17)described courses:
1. 218.64 feet along the arc of a non-tangential circular curve concave East
having a radius of 747.00 feet through a central angle of 16°46'13"and being
subtended by a chord which bears North 20°50'40"East 217.87 feet to a point
of reverse curvature;
2. 176.33 feet along the arc of a circular curve concave West having a radius of
353.00 feet through a central angle of 28°37'11"and being subtended by a
chord which bears North 14°55'12"East 174.50 feet to a point of reverse
curvature;
3. 475.76 feet along the arc of a circular curve concave East having a radius of
774.00 feet through a central angle of 35°13'07"and being subtended by a
chord which bears North 18°13'10"East 468.31 feet to a point of reverse
curvature;
2
74
,e Stantec
4. 58.62 feet along the arc of a circular curve concave Northwest having a radius
of 226.00 feet through a central angle of 14°51'38"and being subtended by a
chord which bears North 28°23'54"East 58.45 feet;
5. North 20°58'04"East 50.52 feet;
6. 43.38 feet along the arc of a non-tangential circular curve concave East having
a radius of 180.00 feet through a central angle of 13°48'33"and being
subtended by a chord which bears North 07°22'30"West 43.28 feet;
7. North 00°14'07"West 113.53 feet;
8. North 89°45'53" East 370.37 feet;
9. South 00°14'07"East 86.54 feet;
10. South 09°41'24"West 102.34 feet;
11. 19.53 feet along the arc of a circular curve concave Northwest having a radius
of 15.00 feet through a central angle of 74°35'49"and being subtended by a
chord which bears South 46°59'18"West 18.18 feet;
12.66.28 feet along the arc of a non-tangential circular curve concave Southeast
having a radius of 60.00 feet through a central angle of 63°17'27"and being
subtended by a chord which bears South 52°36'48"West 62.96 feet;
13. South 20°58'04"West 75.19 feet;
14. 137.11 feet along the arc of a non-tangential circular curve concave Northwest
having a radius of 520.00 feet through a central angle of 15°06'25"and being
subtended by a chord which bears South 28°16'31"West 136.71 feet to a point
of reverse curvature;
15.295.05 feet along the arc of a circular curve concave East having a radius of
480.00 feet through a central angle of 35°13'07"and being subtended by a
chord which bears South 18°13'10"West 290.42 feet to a point of reverse
curvature;
16.323.18 feet along the arc of a circular curve concave West having a radius of
647.00 feet through a central angle of 28°37'11"and being subtended by a
chord which bears South 14°55'12"West 319.83 feet to a point of reverse
curvature;
17. 141.55 feet along the arc of a circular curve concave East having a radius of
453.00 feet through a central angle of 17°54'12"and being subtended by a
chord which bears South 20°16'41"West 140.98 feet;
Thence leaving said boundary, 317.85 feet along the arc of a non-tangential circular
curve concave Southwest having a radius of 890.00 feet through a central angle of
20°27'45"and being subtended by a chord which bears South 56°03'01" East 316.16
feet to a point on the aforementioned boundary of Tract FD1;
Thence along said boundary in the following nineteen (19)described courses:
1. North 53°41'17" East 58.65 feet;
2. 99.24 feet along the arc of a circular curve concave Southeast having a radius
of 447.00 feet through a central angle of 12°43'15"and being subtended by a
chord which bears North 60°02'54"East 99.04 feet;
3. North 66°24'32"East 194.77 feet;
4. 109.75 feet along the arc of a circular curve concave Northwest having a radius
of 100.00 feet through a central angle of 62°52'56"and being subtended by a
chord which bears North 34°58'04"East 104.32 feet;
5. North 03°31'36" East 288.75 feet;
6, 181.31 feet along the arc of a circular curve concave East having a radius of
347.00 feet through a central angle of 29°56'14"and being subtended by a
chord which bears North 18°29'43"East 179.25 feet to a point of reverse
curvature;
3
75
jistantec
7. 32.82 feet along the arc of a circular curve concave Northwest having a radius
of 100.00 feet through a central angle of 18°48'13"and being subtended by a
chord which bears North 24°03'43"East 32.67 feet to a point of reverse
curvature;
8. 206.34 feet along the arc of a circular curve concave Southeast having a radius
of 180.00 feet through a central angle of 85°40'49"and being subtended by a
chord which bears North 47°30'00"East 195.23 feet;
9. North 80°20'25"East 56.83 feet;
10.South 09°39'35" East 109.73 feet;
11. 33.54 feet along the arc of a non-tangential circular curve concave Northeast
having a radius of 59.99 feet through a central angle of 32°01'52"and being
subtended by a chord which bears South 25°41'15" East 33.10 feet to a point of
reverse curvature;
12. 104.67 feet along the arc of a circular curve concave West having a radius of
80.00 feet through a central angle of 74°57'57"and being subtended by a chord
which bears South 04°13'13"East 97.36 feet;
13.South 33°42'56"West 1.97 feet;
14.31.27 feet along the arc of a non-tangential circular curve concave East having
a radius of 60.00 feet through a central angle of 29°51'29"and being subtended
by a chord which bears South 18°27'20"West 30.91 feet;
15.South 03°31'36"West 395.65 feet;
16.408.27 feet along the arc of a circular curve concave Northwest having a radius
of 372.00 feet through a central angle of 62°52'56"and being subtended by a
chord which bears South 34°58'04"West 388.09 feet;
17.South 66°24'32"West 208.22 feet;
18. 33.97 feet along the arc of a circular curve concave Southeast having a radius
of 153.00 feet through a central angle of 12°43'15"and being subtended by a
chord which bears South 60°02'54"West 33.90 feet;
19. South 53°41'17"West 58.65 feet;
Thence leaving said boundary, 136.95 feet along the arc of a non-tangential circular
curve concave West having a radius of 890.00 feet through a central angle of
08°49'00"and being subtended by a chord which bears South 22°23'48"East 136.82
feet to a point on the aforementioned boundary of Tract FD1;
Thence along said boundary in the following fifteen (15) described courses:
1. North 81°31'08" East 55.98 feet;
2. 63.97 feet along the arc of a circular curve concave North having a radius of
153.00 feet through a central angle of 23°57'23"and being subtended by a
chord which bears North 69°32'26"East 63.51 feet to a point of reverse
curvature;
3. 176.55 feet along the arc of a circular curve concave Southeast having a radius
of 547.00 feet through a central angle of 18°29'36"and being subtended by a
chord which bears North 66°48'32"East 175.79 feet;
4. North 76°03'20" East 97.40 feet;
5. 49.03 feet along the arc of a circular curve concave Northwest having a radius
of 100.00 feet through a central angle of 28°05'38"and being subtended by a
chord which bears North 62°00'31" East 48.54 feet;
6. 130.09 feet along the arc of a non-tangential circular curve concave South
having a radius of 180.00 feet through a central angle of 41°24'30"and being
subtended by a chord which bears North 68°39'34"East 127.28 feet;
7. North 89°21'49" East 110.00 feet;
8. South 00°38'11"East 360.00 feet;
4
76
ID Stantec
9. South 89°21'49"West 110.00 feet;
10.46.47 feet along the arc of a circular curve concave North having a radius of
180.00 feet through a central angle of 14°47'30"and being subtended by a
chord which bears North 83°14'27"West 46.34 feet;
11.49.04 feet along the arc of a non-tangential circular curve concave South
having a radius of 100.00 feet through a central angle of 28°05'44"and being
subtended by a chord which bears North 89°53'48"West 48.55 feet;
12.South 76°03'20"West 97.40 feet;
13. 81.66 feet along the arc of a circular curve concave Southeast having a radius
of 253.00 feet through a central angle of 18°29'36"and being subtended by a
chord which bears South 66°48'32"West 81.31 feet to a point of reverse
curvature;
14. 186.90 feet along the arc of a circular curve concave North having a radius of
447.00 feet through a central angle of 23°57'23"and being subtended by a
chord which bears South 69°32'26"West 185.54 feet;
15.South 81°31'08"West 56.05 feet;
Thence leaving said boundary, 125.27 feet along the arc of a non-tangential circular
curve concave West having a radius of 896.69 feet through a central angle of
08°00'16"and being subtended by a chord which bears South 05°00'06"West 125.17
feet to a point on the aforementioned boundary of Tract FD1;
Thence along said boundary in the following thirteen (13)described courses:
1. South 70°25'18"East 58.96 feet;
2. 254.34 feet along the arc of a circular curve concave North having a radius of
438.00 feet through a central angle of 33°16'14"and being subtended by a
chord which bears South 87°03'25"East 250.78 feet;
3. North 76°18'28" East 33.32 feet;
4. 47.75 feet along the arc of a circular curve concave Northwest having a radius
of 100.00 feet through a central angle of 27°21'36"and being subtended by a
chord which bears North 62°37'39"East 47.30 feet to a point of reverse
curvature;
5. 137.55 feet along the arc of a circular curve concave South having a radius of
195.00 feet through a central angle of 40°24'57"and being subtended by a
chord which bears North 69°09'20"East 134.72 feet;
6. North 89°21'49"East 110.00 feet;
7. South 00°38'11" East 390.00 feet;
8. South 89°21'49"West 110.00 feet;
9. 48.68 feet along the arc of a circular curve concave North having a radius of
195.00 feet through a central angle of 14°18'15"and being subtended by a
chord which bears North 83°29'04"West 48.56 feet to a point of reverse
curvature;
10.47.75 feet along the arc of a circular curve concave South having a radius of
100.00 feet through a central angle of 27°21'36"and being subtended by a
chord which bears South 89°59'16"West 47.30 feet;
11. South 76°18'28"West 33.32 feet;
12.442.48 feet along the arc of a circular curve concave North having a radius of
762.00 feet through a central angle of 33°16'14"and being subtended by a
chord which bears North 87°03'25"West 436.29 feet;
13.North 70°25'18"West 52.43 feet;
Thence leaving said boundary, South 23°06'09"West 162.26 feet to a point on the
aforementioned boundary of Tract FD1;
Thence along said boundary in the following fifteen (15)described courses:
5
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Stantec
1. South 66°53'51"East 118.94 feet;
2. 372.06 feet along the arc of a circular curve concave North having a radius of
838.00 feet through a central angle of 25°26'19"and being subtended by a
chord which bears South 79°37'00"East 369.01 feet;
3. North 87°39'51" East 66.10 feet;
4. 47.75 feet along the arc of a circular curve concave North having a radius of
100.00 feet through a central angle of 27°21'36"and being subtended by a
chord which bears North 73°59'03"East 47.30 feet to a point of reverse
curvature;
5. 99.33 feet along the arc of a circular curve concave South having a radius of
195.00 feet through a central angle of 29°11'11"and being subtended by a
chord which bears North 74°53'50"East 98.26 feet;
6. North 89°29'26"East 109.92 feet;
7. South 00°30'34" East 170.49 feet;
8. 212.02 feet along the arc of a circular curve concave East having a radius of
3,042.95 feet through a central angle of 03°59'31"and being subtended by a
chord which bears South 02°30'20" East 211.97 feet;
9. South 85°30'12"West 40.17 feet;
10.South 85°32'40"West 63.96 feet;
11. 100.33 feet along the arc of a circular curve concave North having a radius of
195.00 feet through a central angle of 29°28'47"and being subtended by a
chord which bears North 79°42'56"West 99.23 feet to a point of reverse
curvature;
12.47.75 feet along the arc of a circular curve concave South having a radius of
100.00 feet through a central angle of 27°21'36"and being subtended by a
chord which bears North 78°39'21"West 47.30 feet;
13. South 87°39'51"West 66.10 feet;
14.515.91 feet along the arc of a circular curve concave North having a radius of
1,162.00 feet through a central angle of 25°26'19"and being subtended by a
chord which bears North 79°37'00"West 511.68 feet;
15.North 66°53'51"West 128.94 feet to a point on the East Right-of-way of Double
Eagle Circle of National Golf and Country Club at Ave Maria, Phase 2;
Thence along said right-of-way, North 23°06'09"East 87.64 feet to a point on the
aforementioned boundary of Tract FD1;
Thence along said boundary in the following fourteen (14)described courses:
1. North 66°53'51"West 272.23 feet;
2. Thence North 22°33'55"East 507.42 feet;
3. Thence 1,159.98 feet along the arc of a circular curve concave Southwest
having a radius of 603.17 feet through a central angle of 110°11'11"and being
subtended by a chord which bears North 32°31'40"West 989.31 feet;
4. Thence North 87°37'16"West 32.65 feet;
5. 120.43 feet along the arc of a circular curve concave South having a radius of
600.00 feet through a central angle of 11°30'02"and being subtended by a
chord which bears South 86°37'43"West 120.23 feet;
6. South 80°52'42"West 359.36 feet;
7. 285.80 feet along the arc of a circular curve concave Southeast having a radius
of 367.32 feet through a central angle of 44°34'46"and being subtended by a
chord which bears South 58°35'20"West 278.64 feet;
8. South 36°17'57"West 146.72 feet;
6
78
Stantec
9. 166.62 feet along the arc of a circular curve concave Southeast having a radius
of 600.00 feet through a central angle of 15°54'41"and being subtended by a
chord which bears South 28°20'36"West 166.09 feet;
10.South 20°23'16"West 580.19 feet;
11.South 16°36'00"East 129.09 feet;
12.South 71°11'59"East 486.28 feet;
13.South 18°45'55"West 228.21 feet;
14. 161.53 feet along the arc of a non-tangential circular curve concave Southwest
having a radius of 998.94 feet through a central angle of 09°15'53"and being
subtended by a chord which bears South 54°21'02" East 161.35 feet;
Thence leaving said boundary, South 40°16'54"West 60.00 feet to a point on the
southerly right-of-way of aforementioned Double Eagle Circle;
Thence along said right-of-way, 128.69 feet along the arc of a non-tangential circular
curve concave Southwest having a radius of 938.94 feet through a central angle of
07°51'09"and being subtended by a chord which bears South 45°47'31"East 128.59
feet to a point of reverse curvature;
Thence 350.69 feet along the arc of a circular curve concave Northeast having a
radius of 430.00 feet through a central angle of 46°43'43"and being subtended by a
chord which bears South 65°13'48" East 341.05 feet;
Thence South 88°35'39"East 36.50 feet to a point on the aforementioned boundary of
Tract FD1;
Thence along said boundary in the following ten (10) described courses:
1. 39.27 feet along the arc of a circular curve concave Southwest having a radius
of 25.00 feet through a central angle of 90°00'00"and being subtended by a
chord which bears South 43°35'39"East 35.36 feet;
2. South 01°24'21"West 40.09 feet;
3. 101.02 feet along the arc of a circular curve concave East having a radius of
628.00 feet through a central angle of 09°12'59"and being subtended by a
chord which bears South 03°12'09"East 100.91 feet;
4. 103.22 feet along the arc of a non-tangential circular curve concave North
having a radius of 480.00 feet through a central angle of 12°19'14"and being
subtended by a chord which bears North 79°30'04"West 103.02 feet;
5. South 16°55'59"West 73.07 feet;
6. North 73°04'01"West 207.63 feet;
7. 81.28 feet along the arc of a circular curve concave Northeast having a radius
of 200.00 feet through a central angle of 23°17'04"and being subtended by a
chord which bears North 61°25'29"West 80.72 feet;
8. North 49°46'57"West 298.53 feet;
9. 343.50 feet along the arc of a circular curve concave Southwest having a
radius of 792.00 feet through a central angle of 24°51'00"and being subtended
by a chord which bears North 62°12'28"West 340.82 feet;
10. North 74°37'58"West 351.81 feet to the POINT OF BEGINNING.
Containing 82.58 acres, more or less.
Subject to easements and restrictions of record.
Certificate of authorization#LB-7866
Stantec Consulting Services, Inc.
Registered Engineers and Land Surveyors
7
79
4
Stantec
By: March 1. 2021
Lance T Miller, Professional Surveyor and Mapper#LS5627
Not valid unless embossed with the Professional's seal.
Ref. 215616270-SU01
8
80
Utility Company
March 2, 2022
David Hurst, P.E.
Peninsula Engineering
2600 Golden Gate Parkway
Naples, FL 34105
Re: Ave Maria Utility Company, LLLP—System Capacity Fees
National G&C Amenity Ph 2(AMUC Project#005-21)
Dear Mr. Hurst,
Per the Developer Agreement, System Capacity Fees were determined to be $259,417.89. Upon an audit we
found there was 75 residential units included that do not belong with this project. We are reducing the
reserved ERCs by those 75 units and refunding you $90,922.50. The correct system capacity for this project is
$168,495.39. Should there be any questions, or if you require any additional information, please contact our
office at(239) 348-0248.
Respectfully,
Shtebi
Tammy L. Smith
Customer Service Manager
c: National G&C Amenity Ph 2 (AMUC Project#005-21)
5076 ANNUNCIATION CIRCLE,SUITE#102 AVE MARIA,FL 34142 TEL 239.348.0248 FAX 239.348 3740
81
Ave Maria
Utility Company
March 8, 2022
Collier County Development Services Center
Attn: Kenneth Kovensky
2800 North Horseshoe Drive
Naples, FL 34104
Re: Developer Agreements—008-21 Maple Ridge Phase 7B
Ave Maria Utility Company, LLLP
Dear Mr. Kovensky:
Please find the enclosed copy of the Developer Agreement—Maple Ridge Phase 78 executed between Ave
Maria Utility Company, LLLP and CC Ave Maria, LLC. This agreement is subject to the general terms of the
Master Developer Agreement—Maple Ridge at Ave Maria executed on May 22, 2014.
The current amount of capacity reserved at the water and wastewater plants (including this project) are 1.98
MGD and 1.73 MGD, respectively. The water and wastewater plants have a total permitted maximum day
operation capacity of 0.999 MGD and 0.9 MGD, respectively and the current Max Daily Flow is .716 MGD and
.641 MGD, respectively.
If you have any questions concerning the attached Developer Agreement, please contact AMUC at 239-348-
0248.
Thank You,
7-a.oti7 511,4
Tammy Smith
Customer Service Manager
File—AMUC Project#008-21 Maple Ridge Phase 7B
5076 ANNUNCIATION CIRCLE,SUITE#102 AVE MARIA,FL 34142 TEL 239.348.0248 FAX 239.348.3740
82
This Instrument prepared by and
and should be returned to:
Sundstrom&Mindlin,LLP
2548 Blairstone Pines Drive
Tallahassee,Florida 32301
(850)877-6555
DEVELOPER PHASE AGREEMENT
MAPLE RIDGE
PHASE 7B
THIS AGREEMENT, made as of this 4thday of March , 2022 between CC AVE
MARIA, LLC ("Developer"), and AVE MARIA UTILITY COMPANY, LLLP,a Florida limited
liability limited partnership("Utility").
RECITALS
WHEREAS, on May 22, 2014 Developer and Utility entered into a Master Developer
Agreement ("Master Agreement") which sets forth the general terms and conditions for the
provision of potable water and central wastewater service within the Ave Maria development;and,
WHEREAS, the Master Agreement contemplates the parties will enter into a series of
Developer Agreements that will apply to particular Phases of Developer's Project; and,
WHEREAS,Developer is now ready to develop the property set forth in Exhibit"A"and
incorporated herein by reference ("Maple Ridge Phase 7B") and Utility is prepared to provide
potable water and central wastewater service to Maple Ridge Phase 7B as more specifically set
forth herein.
NOW, THEREFORE, in consideration of the premises and mutual covenants contained
herein,the Utility and Developer agree as follows:
1. The above referenced recitals are true and correct and, along with the Master
Agreement, are incorporated herein by reference.
2. Pursuant to Section 3(j)of the Master Agreement Developer agrees to pay to Utility
System Capacity Charges (Exhibit "B") of $203,936.72 for water service and $176,725.48 for
wastewater service. In consideration thereof, Utility agrees to reserve 314 ERC's of water system
capacity and 314 ERC's of wastewater system capacity for Maple Ridge Phase 7B, and to provide
water and sewer services in accordance with the terms of this Agreement,the Master Agreement,and
the Utility's approved Tariffs.
3. Prior to approval of Plans and Specifications, Developer shall pay Utility a Plan
Review and Construction Observation Fee in the amount of 0.75 percent (plan review) plus 2.25
1
83
percent (construction observation) of the Estimate of the Probable Construction Cost as required
by the Utility's Technical Standards and Specifications. The Plan Review and Construction
Observation Fee shall cover costs incurred by the Utility with regard to the construction and
contribution of On-Site Facilities and Off-Site Facilities and any other costs incurred in the
execution and performance of this Agreement. The parties agree that this Paragraph replaces and
supersedes the provisions set forth in Section 3(h) of the Master Agreement and any other
provisions therein related to this subject.
4. In the event Developer, or other occupants of the Maple Ridge Phase 7B property
utilize capacity in excess of the reservation made under this Agreement, Developer shall be required
to pay additional System Capacity Charges for such capacity. The rate to be paid shall be the System
Capacity Charge then in effect,according to the Utility's then approved tariff. In the event Developer
wishes to construct units in addition to those for which capacity is reserved hereunder,an amendment
to this Agreement shall be required. In no event shall Utility be obligated to provide water or
wastewater service to the Maple Ridge Phase 7B at Property in excess of the amounts set forth
herein. If all or part of the Maple Ridge Phase 7B Property requires additional water and/or
wastewater service, revised plans and specifications shall be prepared by Developer, to be
approved by Utility, and a new agreement, or Amendment to the Maple Ridge Phase 7B
Agreement, which directly relates to the respective additional terms and/or additional facilities,
shall be executed prior to granting additional capacity or the installation of the additional facilities.
IN WITNESS WHEREOF, Developer and Utility have executed and delivered this
Agreement as of the day and year first above written.
2
84
CC AVE MARIA, LLC
By: . L:,c, ( •re t, ,
Its: .
AVE MARIA UTILITY COMPANY,LLLP
A Florida Limited Liability Limited Partnership
By Its General Partners:
Barron Collier Corporation,
A Florida Corporation
General Partner
/((Corporate Seal)
By: 6,�
Bradley A. Boaz, Vice Pre,&rdent ')
Nua Baile,LLC
A Florid Lim.i • ' 'ty�ompany
Gene Pane
By: r
Paul R.Roney, Preside
---dF —
Reviewed By: G,
JasonVogel, Sr. Project Manager
3
85
STATE OF .t G Ci cc.,
COUNTY OF CD Hitt-
The foregoing instrument was acknowledged before me by means of ysical presence or El online
notarization this day of.end ri1c(cJ- , 2022,by t"tri r-, Ci4-uc r+ . Such person(s)
Notary Public must check applicable box:
('personally known to me.
0 produced his/her current driver license.
uecd 1 as identification.
(Notrlr $i l) KIN 0,DAVIDSON It s`,y,-1,� D ,i )e),T„,C��z,._'.
I _! ''�`�+•,1 Notary Public•State of Florida Notary,Public
;-^Wat Commission A HH 201826
i ':f,or r+.! ' My Comm,Expires Feb 19,2026 ( Printed Name of Notary: i(I- - . 4D.. ci vi lsc'n
t Bonded through National Notary Assn, I Commission Number: !-1 14 201 S',2(,p
My Commission Expires: ,),-1 9 ?JZ(.„
STATE OF H pc c cc,
COUNTY OF { -, tiex--
The foregoing instrument was acknowledged before me by means of ysical presence or ❑ online
notarization this day of `3,n4)t q'arch ,2022, by :Ca1f7 A Attiz_. Such person(s)
Notary Public must check applicable box-:
111‘,4i-e personally known to me.
❑ produced his/her current driver license.
oduced as identification.
v KIM 0.DAVIDSON
(N �` )Notary Public•State of Florida (----f 4 —�•-- k)• C. : 11,"(c)n r-)---
, . Commission x HH 201826 Notary Public
a '•?'PFr` ' My Comm.Expires Feb 19,2026 ( �
t Bonded through National Notary Assn. I Printed Name of Notary: Y7 . t�,t u, c�5p,�
. • Commission Number: I-1 f4 2371 Vie
My Commission Expires: g- 19- 2-v2.to
STATE OF /14/(1/6 A/O (N
COUNTY OF- J - I4
The foregoing instrument was acknowledged before t e by means of physical presence or ❑ online
notarization this day of r/t /h; e j. , 2022, by j,•j L/UJ . Such person(s)
Notary Public must checpplicable box:
Xl are personally known to me.
❑ produced his/her current driver license.
0 produced '' Zlentificatio,
(Notary Seal) at/ r ,� �•�-.'
Notary Public ��
t A,pwsneu. Printed Name of Notary:/f,/6- A. /e'/1f)259C L.
WARY ARYPUBLIC,STATEOFMI Commission Number:
COUNTY OF WASHTENAW MyCommission Expires: /
MY tOMMIBBION EXPIRES Jen 14.22027 p �7 a�i "
AgIN@IN T1'OF #JKsf�1� e-
�74
86
EXHIBIT"A"
ALL OF TRACTS C, D, E, F, G, H, I, & PART OF TRACT J,
MAPLE RIDGE AT AVE MARIA PHASE 7A,
AND PART OF SECTION 4,TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA
(MAPLE RIDGE PHASE 7B PLAT)
BEGINNING AT THE SOUTHEAST CORNER OF TRACTJ, MAPLE RIDGE PHASE 7A, A SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK_, PAGES=_, OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA;
THENCE SOUTH 00°35'31" EAST 1,088.12 FEET; TO THE NORTHEAST CORNER OF NATIONAL GOLF AND
COUNTRY CLUB AT AVE MARIA PHASE 1, A SUBDIVISION ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 67, PAGES 55-67, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA:
THENCE ALONG THE NORTH LINE OF SAID NATIONAL GOLF AND COUNTRY CLUB AT AVE MARIA PHASE
1,SOUTH 89°45'53" WEST 3,941.50 FEET TO THE SOUTHEAST CORNER OF TRACT I,ANTHEM PARKWAY
PHASE ONE,A SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK, 61, PAGES
86-89, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA:
THENCE ALONG THE BOUNDARY OF SAID ANTHEM PARKWAY PHASE 1, IN THE FOLLOWING DESCRIBED
COURSES:
1. NORTH 00°14'07"WEST 125.80 FEET;
2. 41.14 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF
115.80 FEET THROUGH A CENTRAL ANGLE OF 20°21'21" AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 10°24'47" WEST 40.92 FEET TO A POINT OF REVERSE CURVATURE;
3. 333.10 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF
270.00 FEET THROUGH A CENTRAL ANGLE OF 70°41'09"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 14°45'07" EAST 312.37 FEET;
4. NORTH 50°05'42" EAST 0.62 FEET;
5. 168.09 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST
HAVING A RADIUS OF 1,473.00 FEET THROUGH A CENTRAL ANGLE OF 06°32'18" AND BEING SUBTENDED
BY A CHORD WHICH BEARS NORTH 43°10'27" WEST 168.00 FEET;
6. 71.62 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST
HAVING A RADIUS OF 2,347.07 FEET THROUGH A CENTRAL ANGLE OF 01°44'54" AND BEING SUBTENDED
BY A CHORD WHICH BEARS NORTH 48°02'15" WEST 71.62 FEET TO A POINT OF COMPOUND CURVE;
7. 28.22 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS
OF 150.00 FEET THROUGH A CENTRAL ANGLE OF 10°46'42"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 54°18'03" WEST 28.18 FEET;
8. NORTH 40°24'09" EAST 56.48 FEET;
9. 7.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST
HAVING A RADIUS OF 2,398.28 FEET THROUGH A CENTRAL ANGLE OF 00°10'46"AND BEING SUBTENDED
BY A CHORD WHICH BEARS NORTH 49°41'20"WEST 7.51 FEET;
10. 208.43 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF
130.00 FEET THROUGH A CENTRAL ANGLE OF 91°51'43" AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 03°50'52" WEST 186.81 FEET TO A POINT OF COMPOUND CURVE,ALSO BEING A POINT
ON THE EASTERLY RIGHT-OF-WAY OF ANTHEM PARKWAY OF ANTHEM PARKWAY PHASE 2, A
SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 63, PAGES 68 AND 69,
PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;
THENCE ALONG SAID RIGHT-OF-WAY IN THE FOLLOWING THREE (3) DESCRIBED COURSES:
87
EXHIBIT"A"
1. 778.73 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHEAST HAVING A RADIUS
OF 1,861.00 FEET THROUGH A CENTRAL ANGLE OF 23°58'31" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 54°04'15" EAST 773.06 FEET;
2. NORTH 66°03'31" EAST 206.05 FEET;
3. 559.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A RADIUS
OF 2,105.00 FEET THROUGH A CENTRAL ANGLE OF 15°13'54" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 58°26'34" EAST 557.95 FEET;
THENCE LEAVING SAID RIGHT-OF-WAY, SOUTH 39°54'10" EAST 28.40 FEET TO THE WESTERLY CORNER
OF TRACT R BEING A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF GAMBERO WAY OF
AFOREMENTIONED MAPLE RIDGE AT AVE MARIA 7A;
THENCE ALONG SAID RIGHT-OF-WAY IN THE FOLLOWING (6) DESCRIBED COURSES:
1. 90.13 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHEAST
HAVING A RADIUS OF 727.00 FEET THROUGH A CENTRAL ANGLE OF 07°06'12"AND BEING SUBTENDED
BY A CHORD WHICH BEARS SOUTH 43°27'16" EAST 90.07 FEET TO A POINT OF REVERSE CURVATURE;
2. 39.88 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 25.00
FEET THROUGH A CENTRAL ANGLE OF 91°24'13" AND BEING SUBTENDED BY A CHORD WHICH BEARS
SOUTH 01°18'15" EAST 35.79 FEET;
3. SOUTH 45°36'09" EAST 54.00 FEET;
4. 9.56 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHWEST
HAVING A RADIUS OF 1,027.00 FEET THROUGH A CENTRAL ANGLE OF 00°32'01" AND BEING SUBTENDED
BY A CHORD WHICH BEARS NORTH 44°07'51" EAST 9.56 FEET;
5. 35.42 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTH
HAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 81°10'25"AND BEING SUBTENDED BY
A CHORD WHICH BEARS NORTH 84°26'43" EAST 32.53 FEET TO A POINT OF REVERSE CURVATURE;
6. 520.79 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH HAVING A RADIUS OF
727.00 FEET THROUGH A CENTRAL ANGLE OF 41°02'38" AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 75°29'23" EAST 509.72 FEET TO THE NORTHWEST CORNER OF LOT 113 OF SAID MAPLE
RIDGE AT AVE MARA PHASE 7A;
THENCE ALONG THE WEST LINE OF SAID LOT 113 SOUTH 05°57'12" EAST 135.00 FEET TO THE
NORTHWEST CORNER OF TRACT L-2 OF SAID MAPLE RIDGE AT AVE MARIA PHASE 7A;
THENCE ALONG THE BOUNDARY OF SAID TRACT L-2, IN THE FOLLOWING THREE (3) DESCRIBED
COURSES:
1. SOUTH 00°14'07" EAST 620.54 FEET;
2. NORTH 89°45'53" EAST 597.10 FEET;
3. NORTH 00°14'07"WEST 109.12 FEET TO THE NORTHWEST CORNER OF AFOREMENTIONED
TRACT E;
THENCE ALONG THE NORTH LINE OF SAID TRACT E NORTH 89°45'53" EAST 135.00 FEET TO A POINT ON
THE WESTERLY RIGHT-OF-WAY OF ISIDORA LANE OF SAID MAPLE RIDGE AT AVE MARIA PHASE 7A;
THENCE ALONG SAID RIGHT-OF-WAY IN THE FOLLOWING THREE (3) DESCRIBED COURSES:
1. SOUTH 00°14'07" EAST 25.00 FEET;
2. NORTH 89°45'53" EAST 54.00 FEET;
3. NORTH 00°14'07" WEST 55.84 FEET TO THE NORTHWESTERLY MOST CORNER OF
AFOREMENTIONED TRACT F;
THENCE ALONG THE NORTHWESTERLY LINE OF SAID TRACT F IN THE FOLLOWING FIVE (5) DESCRIBED
COURSES:
1. NORTH 89°45'53" EAST 145.00 FEET;
2. NORTH 00°14'07" WEST 45.89 FEET;
88
EXHIBIT"A"
3. 224.10 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF
3,172.00 FEET THROUGH A CENTRAL ANGLE OF 04°02'53"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 01°47'19" EAST 224.05 FEET;
4. 124.71 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING
A RADIUS OF 7,480.97 FEET THROUGH A CENTRAL ANGLE OF 00°57'18"AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 04°08'59" EAST 124.71 FEET;
5. SOUTH 83°56'07" EAST 146.72 FEET;TO A POINT ON TRACT R BEING THE WESTERLY RIGHT-OF-
WAY OF PENELLA AVENUE OF SAID MAPLE RIDGE AT AVE MARIA 7A;
THENCE ALONG SAID RIGHT-OF-WAY, 25.26 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR
CURVE CONCAVE EAST HAVING A RADIUS OF 3,027.00 FEET THROUGH A CENTRAL ANGLE OF 00°28'41"
AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 05°49'32" WEST 25.26 FEET;
THENCE LEAVING SAID RIGHT-OF-WAY,SOUTH 84°00'53" EAST 54.00 FEET TO THE SOUTHWEST CORNER
OF AFOREMENTIONED TRACT G:
THENCE 25.18 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING
A RADIUS OF 2,973.00 FEET THROUGH A CENTRAL ANGLE OF 00°29'07" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 05°49'19" EAST 25.18 FEET;
THENCE SOUTH 83°56'21" EAST 135.00 FEET TO THE SOUTHEAST CORNER OF LOT 78 OF SAID MAPLE
RIDGE AT AVE MARIA PHASE 7A ALSO BEING A POINT ON THE WESTERLY LINE OF TRACT L-3, OF SAID
MAPLE RIDGE AT AVE MARIA PHASE 7A;
THENCE ALONG THE BOUNDARY OF SAID TRACT L-3 IN THE FOLLOWING FOUR (4) DESCRIBED COURSES:
1. 312.16 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING
A RADIUS OF 2,838.09 FEET THROUGH A CENTRAL ANGLE OF 06°18'07"AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 02°54'49" WEST 312.00 FEET;
2. SOUTH 00°14'07" EAST 529.74 FEET;
3. NORTH 89°45'53" EAST 469.79 FEET;
4. NORTH 00°35'31"WEST 751.89 FEET TO THE NORTHWEST CORNER OF AFOREMENTIONED
TRACT H;
THENCE ALONG THE NORTH LINE OF SAID TRACT H, NORTH 89°24'29" EAST 135.00 FEET TO A POINT ON
THE WESTERLY LINE OF TRACT R BEING THE RIGHT-OF-WAY OF OFANTO LANE, ALL OF SAID MAPLE
RIDGE AT AVE MARIA 7A;
THENCE ALONG SAID RIGHT-OF-WAY IN THE FOLLOWING THREE (3) DESCRIBED COURSES:
1. SOUTH 00°35'31" EAST 25.00 FEET;
2. NORTH 89°24'02" EAST 54.00 FEET;
3. NORTH 00°35'31"WEST 25.00 FEET TO THE NORTHWEST CORNER OF AFOREMENTIONED TRACT
I;
THENCE ALONG THE NORTHERLY LINE OF TRACT I, NORTH 89°22'47" EAST 155.00 FEET TO THE POINT OF
BEGINNING.
CONTAINING 97.84 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
89
EXHIBIT•'B"
Maple Ridge 78
WATER
#OF SYSTEM CAPACITY
UNIT TYPE ERC
UNITS DAILY FLOWS FACTOR #OF ERC'S CHARGE/ERC CHARGE
Apartments --
-_�. . 238 ' 0.865 $
_.. 849.48 $ - ..
Bars and Cocktail-Lounges -
_ 10 GPCD", 0.036 1--
Boarding Schools(students and staff] $ 649.48 $ _
a 94 GPCD 0.342 $ 649.48 $
Country Clubs(per member) __ 28 GPCD 0.102 $ 649.48 $
Wy Schools(students and staff) 25 GPCD � 0.091 -
Hospdals(With laundry) '----- •: $
- 278 GPD/BED 1.011 - - -
HospRals(without laundry) - '-• $ _
100
Hotels and Motels --" j
I} GPD/BED11.2211111� $ 649.48 S
-... 70 GPD/RM 0.255 $ 849.4E $ __
Laundromats 500 GPD/WASHER 1.818 _
Movie Theatres,Auditoriums,Churches •-r seat) 20 GPO $ -
Movie Restroores 0.073 ._.._
(Per weter•cb 275 GPD $ -
Storage(per loading_bay) 1 000 - $ 849.48 $ _
Student Activity Center 1 GPD 0.036 - 649.48 $ -
100 GPDC 0.036 $$ 649.48 $ _
Grounds Maintenance 17 GPCD 0062
Math,Science,and Technolo• Buildin•(per person 10 - $ _649,48 $ _
Math, (per person)T ... MEM 10 GPCD 0.036 - $ 649 48 $ -
Nursing
Homes GPCD 0.036 $ 64948 $ _
_ 250 GPD/BED 0.909
$ 649.48 $
Facto
Office Buildings MEM
17 GPDC 0.062 $ 649 48--. 18 GPD/100 SF 0.065 $ 649 48 $$ _
Restaurants •"r seat 45 GPCD 0.164
Restaurants last food)(per seat) $ _649 48 3 _
Food Outlet/Concession Stand 31 0 GPCD 0.1090 $ 649 48 $
__-- _ 11 GPCD 0.040 $ 649 48 $ _
Retail(without kitchen waste) 18 -GPD/100 SF 0.065 -
SargleFamityResidential ® $ 649.48 $ _
n 180 GPO 1A00 314,00 $ 849.48 $ 203,938.72
University's Central Plant per chiller = 45,000 GPDMUM. _
Stadiums,Ball Parks,etc.(per seat) 5 GPD 0 $ 649.48 $ -
$ 649.48 $
Townhouse Residences'' - - - -- 1,500 SF and less _ 238 GPD 0.865 $ 649.48 $ _
Utdv 1,501 SF or larger- 275 GPD 1.000 - $ 64948 $usay
Under•raduate 40 GPCD
... .- Graduate-Single' I 60 GPCD 0 - $ 64® - $ 649 48 $ -
Graduate-Married' ' 95 GPCD 0 3459.48 $ _
- $ Gas as $ _
Faculty! I 13 GPCD 0.047
$ 649.48 $ _
Water System Capacity Total: $ 203,936.72
Total It of ERC'S: 314.00
WASTEWATER
#OF i ERC SYSTEM CAPACITY
UNIT TYPE UNITS I DAILY FLOWS I FACTOR #OF ERC'S I CHARGE/ERC I CHARGE
Apartments 214 GPD" 0.856 -�.,
Bars and Cocktail Lounges G _ -i $ _562.82 $
9 GPCD'' I 0.038 � �$._ 562 82 5
Boarding Schools(students and sra 85 GPCD 0.340 -?$ 562.82L$Coun. Clubs •-r member) 25 GPCD 0.100 t$ '562.82 $Day Schools(students and staff) 22 GPCD 0.088 _ !$ 56282' $Hospitals(with laundry) -- -- D -
250 GPD/BED 1.000
Hospitals(without laundry) 90 GPD/BED 0,360 $ 562.82 $Hotels and Motels 63 GPD/RM 0.252 _
- $ 562.82 $Laundromats 450 GPO/WASHER 1.800 $ 562 82 $Movie Theatres,Auditoriums,Churches(per sea 18 GPD 0.072 $ .. 562.82 $Restrooms(per water-closet) 250 GPD 1.000 "" -
Storage(per bads ba - $ 562. _
100 GPD 0.400 - $ 562.822 $$Student Activity Center 9 GPCD 0.036 S -" 562 82 $Grounds Maintenance 15 GPCD 0 060 $ 562.82 $Math,Science,and Te • Buildin. •.r•- • 9 GPCD 0.036 - $ 562.82 $Library(per person) 9 GPCD 0.036 - $ 562.82 $Nursing.Homes 225 GPDBED _ 0,900 $ 562.82 $Factory,- _-- 15 GPDC 0060 - $ 582.82 $ -Once Buildings 16 GPD/100 SF 0064 _-
Restaurants(per seat) 45 GPCD 0.180 ® $
Restaurants(fast food) per seat - $ 562.82 _
GPCD 0.120 - $ 562.82 $$ _
Food Outlet/Concession Stand 10 GPCD 0040 $ 5662.82 $Retail(without kitchen waste) 16 GPD/100 SF 0 084 S 562.82 $Single Family Residential 314 185 GPD 1.000 314.00 $ 562.82 $University's Central Plant•er chiller 7,650 GPO 30600 176.725.48
Stadiums,Ball Parks,etc.(per seat) - S 562.82 $ -
5 GPD 0 020
Townhouse Residences", _- a_.. 582.82 $ -
1,500 SF and less 214 GPD 0.856 - $ 562.82 $ _
1,501 SF or larger 250 GPD 1.000 - $ 562.82 $
University Undergraduate _ 38 GPCD 0.144 - - $ _
Graduate-Single; 54 GPCD 0.216 - $ 562 82 $
Graduate-Married, 86 GPCD 0.344 - $ 562.82 $ _
Faculty' - 12 GPCD 0048 -- $ 582.82 $
Wastewater System Capacity Total: $ 176,725.48
(1)GPO-Gallons per day Total#a ERC'S: 314.00
(2)GPCD-Gallons per capita day
(3)Condominiums shall be rated in accordance with the type(apartments,townhouses,etc.)
Total System Capacity Charge: $ 380,662.20
90
Ave Maria
Utility Company
March 8, 2022
Collier County Development Services Center
Attn: Kenneth Kovensky
2800 North Horseshoe Drive
Naples, FL 34104
Re: Developer Agreements—009-21 National Golf& Country Multi-Family Ph 3
Ave Maria Utility Company, LLLP
Dear Mr. Kovensky:
Please find the enclosed copy of the Developer Agreement Amendment 1 —National Golf& Country Multi-
Family Ph 3 executed between Ave Maria Utility Company, LLLP and Lennar Homes, LLC. This agreement is
subject to the general terms of the Master Developer Agreement—National Golf and Country Club at Ave
Maria executed on December 5, 2019.
The current amount of capacity reserved at the water and wastewater plants (including this project) are 1.98
MGD and 1.73 MGD, respectively. The water and wastewater plants have a total permitted maximum day
operation capacity of 0.999 MGD and 0.9 MGD, respectively and the current Max Daily Flow is .716 MGD and
.641 MGD, respectively.
If you have any questions concerning the attached Developer Agreement, please contact AMUC at 239-348-
0248.
Thank You,
7—amt7
Tammy Smith
Customer Service Manager
File—AMUC Project#009-21 National Golf& Country Multi-Family Ph 3
5076 ANNUNCIATION CIRCLE,SUITE 4102 AVE MARIA,FL 34142 TEL 239.348.0248 FAX 239.348.3740
91
This Instrument prepared by and
and should be returned to:
Sundstrom&Mindlin,LLP
2548 Blairstone Pines Drive
Tallahassee,Florida 32301
(850)877-6555
DEVELOPER PHASE AGREEMENT
NATIONAL GOLF& COUNTRY CLUB
MULTI-FAMILY PHASE 3
THIS AGREEMENT, made as of this 4th day of March 2022, between LENNAR
HOMES,LLC ("Developer"), and AVE MARIA UTILITY COMPANY, LLLP, a Florida limited
liability limited partnership("Utility").
RECITALS
WHEREAS,on December 5,2019,Developer and Utility entered into a Master Developer
Agreement ("Master Agreement") which sets forth the general terms and conditions for the
provision of potable water and central wastewater service within the Ave Maria development;and,
WHEREAS, the Master Agreement contemplates the parties will enter into a series of
Developer Agreements that will apply to particular Phases of Developer's Project;and,
WHEREAS, Developer is now ready to develop the property set forth in Exhibit"A"and
incorporated herein by reference ("National Golf& Country Club Multi-Family Phase 3") and
Utility is prepared to provide potable water and central wastewater service to National Golf&
Country Club Multi-Family Phase 3 as more specifically set forth herein.
NOW, THEREFORE, in consideration of the premises and mutual covenants contained
herein,the Utility and Developer agree as follows:
1. The above referenced recitals are true and correct and, along with the Master
Agreement, are incorporated herein by reference.
2. Pursuant to Section 3(j)of the Master Agreement Developer agrees to pay to Utility
System Capacity Charges of$324,740.00 for water service and$281,410.00 for wastewater service.
In consideration thereof,Utility agrees to reserve 500 ERC's of water system capacity and 500 ERC's
of wastewater system capacity for National Golf& Country Club Multi-Family Phase 3, and to
provide water and sewer services in accordance with the terms of this Agreement, the Master
Agreement,and the Utility's approved Tariffs.
3. Prior to approval of Plans and Specifications, Developer shall pay Utility a Plan
Review and Construction Observation Fee in the amount of 0.75 percent (plan review) plus 2.25
1
92
percent (construction observation) of the Estimate of the Probable Construction Cost as required
by the Utility's Technical Standards and Specifications. The Plan Review and Construction
Observation Fee shall cover costs incurred by the Utility with regard to the construction and
contribution of On-Site Facilities and Off-Site Facilities and any other costs incurred in the
execution and performance of this Agreement. The parties agree that this Paragraph replaces and
supersedes the provisions set forth in Section 3(h) of the Master Agreement and any other
provisions therein related to this subject.
4. In the event Developer, or other occupants of the National Golf& Country Club
Multi-Family Phase 3 property utilize capacity in excess of the reservation made under this
Agreement,Developer shall be required to pay additional System Capacity Charges for such capacity.
The rate to be paid shall be the System Capacity Charge then in effect,according to the Utility's then
approved tariff. In the event Developer wishes to construct units in addition to those for which
capacity is reserved hereunder,an amendment to this Agreement shall be required. In no event shall
Utility be obligated to provide water or wastewater service to the National Golf& Country Club
Multi-Family Phase 3 at Property in excess of the amounts set forth herein. If all or part of the
National Golf& Country Club Multi-Family Phase 3 Property requires additional water and/or
wastewater service, revised plans and specifications shall be prepared by Developer, to be
approved by Utility, and a new agreement, or Amendment to the National Golf& Country Club
Multi-Family Phase 3 Agreement, which directly relates to the respective additional terms and/or
additional facilities,shall be executed prior to granting additional capacity or the installation of the
additional facilities.
IN WITNESS WHEREOF, Developer and Utility have executed and delivered this
Agreement as of the day and year first above written.
2
93
ielFAR Hp‘, LC „"/)
IP
B 1•#.► Iti " .• II
a.
It ,f i 4 �ra , ri
AVE MARIA UTILITY COMPANY,LLLP
A Florida Limited Liability Limited Partnership
By Its General Partners:
Barron Collier Corporation,
A Florida Corporation
General Partner
(Corporate Seal)
By: (!
Bradley A. Bo . Victeresid t
Nua Haile,LLC
A Flori ' ited ' Company
Gen al Part
By: J r, s.z
Paul R.Roney,
'President
Reviewed By: ' /"
Jaso ogel.Sr.Project Manager
3
94
STATE OF FL..
COUNTY OF i_c_,
The foregoing instrument was acknowledged before me by means oc 1 physical presence or ❑ online
notarization this day of/,f 7)f/1 .2029 by/ h sru 5,1i irtr .Such person(s)
Notary Public must check applicable box: "�"
are personally known to me.
❑ produced his/her curs driver lic
❑ produced s id ti cation.
(Notary Seal) Li"
Notary blic �1a r Karen A.Hughes
Printed Name of Notary: NOTARY PUBLIC
Commission Number: -,STATE OF FLORIDA
My Commission Expires: •� = 2 CCoommt#GG288290
//`cE val Expires 2/13/2023
STATE OF El G;1
COUNTY OF;'-)(l(e r
The foregoing instrument was acknowledged before me by means of C fhysicai presence or ❑ online
notarization this day of ; nel, illa c l., ,2020,by , ,.;), i t#.t1 a c . .Such person(s)
Notary Public must check applicable box:
02--6e personally known to me.
0 produced his/her current driver license.
r _ EJ aced as identification.
(N a , ` i ' km 3.DAVIDSON f
,F, a Notary Pubtic-State of Florida r ',/,'lc1
CammlsstoraNN201826 NotaryPub!i l_
n My Comm,Expires Feb 19,2026 Printed Name of Notary: it i,.•• . Ott ti 61.6. ,
Commission Number: ;t I1• ,f. I s:t„
6onoe5 tnra tt,rntiorat Notary Assn.
""� ' ' ♦'- My Commission Expires: 9-i 41 -?L a'tp
STATE OF COUNTY OF t4 1
6
14 t �1` � (IV
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The foregoing instrumentj�was acknowledged before me by of b physical presence or 0 online
`,t
notarization this day of ")rilar[h ,2020,by0 .Such person(s)
Notary Public must check applical le box:
I. are personally known to me.
❑ produced his/her current driver license.
❑ produced c 4,(Notary Seal) � < ,° rrentificatio
ll
Notary Public /
t ante x umisocu
Printed Name of Notary:44, ,4. 1k'r1/fHa l/
rlkurdir pursue,STATEOFMI Commission Number:
t.tauery Or wASHTENAw My Commission Expires: / -iv - Z 7
>a•r c: W.U5'>tctN ExPiRE$Jen 14.=I
ra:nnlG tN COUNTY OF tett 5i,tit"rot t!'
4
95
STATE OF FL
COUNTY OF .'-
The foregoing instrument was acknowledged before me by means of,.I physical presence or 0 online
notarization this day ofnlft/Zel'( 7yh .2029by '/e s3iu 5,11'rx .Such person(s)
Notary Public must check applicable box:
IEr;re personally known to me.
O produced his/her curt driver lice
O produced id ti cation.
(Notary Seal) , ( t" .2
Notary °ublic ti y Karen A.Hughes
Printed Name of Notary: `� OTARY PUBLIC
Commission Number: -.STATE OF FLORIDA
My Commission Expires: Cotnmt#GG288290
Ocr tgl. Expires 2/13/2023
STATE OF rIc:t
COUNTY OF C,-,((i rr
The foregoing instrument was acknowledged before me by means of liysical presence or ❑ online
notarization this day of i. n.f), iYlt t;c-1,. ,2020,by i i...r1'L l A.t'..{ , .Such person(s)
Notary Public must check applicable box:
Ire personally known to me.
❑ produced his/her current driver license.
r �, £.Lpgoduced as identification.
(N�a ' !j kW 3.DAVIDSON I 1 it i`e : )
t W
Notary Pt.btk.State at Flaldallotary PubCommilor a N14 201826t My Comm.rstres Feb 19,2026 a Printed Name of Notary: tip. l.... iJo y t, . 1
t Sonate tttra.ih National Notary Assn. I Commission Number: 't Iz �L 1 ;: r,
My Commission Expires: *-14).-t'i L tf;
STATE OF /t'i rL(-h 644-'V
COUNTY OF 1,016(-}-en 3A(Il)
The foregoing instrument was acknowledged before me by a of D physical presence or 0 online
notarization this day of a)arc,h ,2020,by0 .Such person(s)
Notary Public must check applicable box: Y
are personally known to me.
❑ produced his/her current driver license.
❑ produced'- as4rlentiftcatio , --
(Notary Seal) ->���1tC,r r l �
Notary Public
t ueir A t....LL
Printed Name ofNotary:Lqcc A � g, piS(4 if
t;.t1rS:Y PtHAI .STATE OF MICommission Number:
t.t,l utrY or w►sxrl7+Aw My Commission Expires: I -Ri - I 7
my t,:4.840s' 044 EXPIRES hit14,2027
ACTRtG 94 DOOM OF G.'h Si,t h,ret Ls t
4
96
EXHIBIT"A"
Legal Description
(National at Ave Maria Golf& Country Club, Phase 3 -Multifamily SDP)
Part of Tract FD-1, C-11, of National Golf& Country Club at Ave Maria, Phase 1, a
subdivision according to the Plat thereof as recorded in Plat Book 67, Pages 55-67, of
the Public Records of Collier County, Florida, and Part of Tract FD-2, of National Golf
& Country Club at Ave Maria, Phase 2, a subdivision according to the Plat thereof as
recorded in Plat Book 68, Pages 97 through 99, Public Records of Collier County,
Florida, being more particularly described as follows:
(PARCEL 1)
All that part of Tract FD1, National Golf& Country Club at Ave Maria, Phase 1, being
more particularly described as follows:
BEGINNING at the Northeast corner of Tract L-16, of said National Golf& Country
Club at Ave Maria, Phase 1;
Thence along the boundary of said Tract L-16, in the following nine (9) described
courses:
1. 103.22 feet along the arc of a circular curve concave North having a radius of
480.00 feet through central angle of 12°19'14" and being subtended by a chord
which bears North 79°30'04" West 103.02 feet;
2. South 16°55'59" West 73.07 feet;
3. North 73°04'01" West 207.63 feet;
4. 81.28 feet along the arc of a circular curve concave Northeast having a radius
of 200.00 feet through a central angle of 23°17'04" and being subtended by a
chord which bears North 61°25'29" West 80.72 feet;
5. North 49°46'57" West 298.53 feet;
6. 343.50 feet along the arc of a circular curve concave Southwest having a
radius of 792.00 feet through a central angle of 24°51'00" and being subtended
by a chord which bears North 62°12'28" West 340.82 feet;
7. North 74°37'58" West 351.81 feet;
8. North 07°15'11" West 209.08 feet;
9. South 74°37'58" East 39.68 feet;
Thence leaving said boundary, North 15°22'02" East 37.24 feet;
Thence North 52°00'08" East 53.53 feet to a point on the Northeasterly boundary of
aforementioned Tract C-11;
Thence leaving said boundary, along the north line of said Tract C-11, 211.00 feet
along the arc of a non-tangential circular curve concave Northeast having a radius of
330.00 feet through a central angle of 36°38'06" and being subtended by a chord
which bears South 56°18'55" East 207.43 feet;
Thence South 74°37'58" East 206.02 feet;
Thence 536.98 feet along the arc of a circular curve concave Southwest having a
radius of 938.94 feet through a central angle of 32°46'02" and being subtended by a
chord which bears South 58°14'57" East 529.69 feet to a point of reverse curvature
being a point on the boundary of aforementioned Tract FD-2;
Thence along the boundary of said Tract FD-2, 350.69 feet along the arc of a circular
curve concave Northeast having a radius of 430.00 feet through a central angle of
46°43'43" and being subtended by a chord which bears South 65°13'48" East 341.05
feet;
97
Thence continue along said Tract FD-2 boundary, South 88°35'39" East 36.50 feet to a
point on the westerly right-of-way of National Boulevard, as recorded in
aforementioned National Golf& Country Club at Ave Maria, Phase 1;
Thence along said right-of-way in the following three (3) described courses:
1. 39.27 feet along the arc of a circular curve concave Southwest having a radius
of 25.00 feet through a central angle of 90°00'00" and being subtended by a
chord which bears South 43°35'39" East 35.36 feet;
2. South 01°24'21" West 40.09 feet;
3. 101.02 feet along the arc of a circular curve concave East having a radius of
628.00 feet through a central angle of 09°12'59" and being subtended by a
chord which bears South 03°12'09" East 100.91 feet to the POINT OF
BEGINNING.
Containing 6.87 acres, more or less.
TOGETHER WITH
(PARCEL 2)
All that part of Tract FD1, National Golf& Country Club at Ave Maria, Phase 1, being
more particularly described as follows:
BEGINNING at the westerly most corner of said Tract CH;
Thence 272.85 feet along the arc of a circular curve concave Southwest having a
radius of 998.94 feet through central angle of 15°39'00" and being subtended by a
chord which bears North 66°48'28" West 272.01 feet;
Thence North 74°37'58" West 206.02 feet;
Thence 317.45 feet along the arc of a circular curve concave Northeast having a
radius of 270.00 feet through a central angle of 67°21'50" and being subtended by a
chord which bears North 40°57'03" West 299.47 feet;
Thence North 07°16'07" West 34.25 feet;
Thence 176.69 feet along the arc of a circular curve concave East having a radius of
270.00 feet through a central angle of 37°29'44" and being subtended by a chord
which bears North 11°28'44" East 173.56 feet to a point of reverse curvature;
Thence 345.80 feet along the arc of a circular curve concave West having a radius of
830.00 feet through a central angle of 23°52'15" and being subtended by a chord
which bears North 18°17'29" East 343.30 feet to a point of reverse curvature;
Thence 313.24 feet along the arc of a circular curve concave East having a radius of
599.39 feet through a central angle of 29°56'35" and being subtended by a chord
which bears North 21°19'39" East 309.69 feet;
Thence North 36°17'57" East 324.74 feet;
Thence 365.69 feet along the arc of a circular curve concave Southeast having a
radius of 470.00 feet through a central angle of 44°34'46" and being subtended by a
chord which bears North 58°35'20" East 356.53 feet;
Thence North 80°52'42" East 439.51 feet;
Thence 1,749.24 feet along the arc of a circular curve concave Southwest having a
radius of 820.00 feet through a central angle of 122°13'27" and being subtended by a
chord which bears South 38°00'34" East 1,435.93 feet;
Thence South 23°06'09"West 506.11 feet to the Easterly most corner of said Tract CH
also being a point on the boundary of said Tract FD1;
Thence along the boundary of said Tract FD-1 in the following described courses:
1. North 66°53'51" West 212.23 feet;
2. North 22°33'55" East 507.42 feet;
2 98
3. 1,159.98 feet along the arc of a circular curve concave Southwest having a
radius of 603.17 feet through a central angle of 110°11'11" and being
subtended by a chord which bears North 32°31'40" West 989.31 feet;
4. North 87°37'16" West 32.65 feet;
5. 120.43 feet along the arc of a circular curve concave South having a radius of
600.00 feet through a central angle of 11°30'02" and being subtended by a
chord which bears South 86°37'43" West 120.23 feet;
6. South 80°52'42" West 359.36 feet;
7. 285.80 feet along the arc of a circular curve concave Southeast having a radius
of 367.32 feet through a central angle of 44°34'46" and being subtended by a
chord which bears South 58°35'20" West 278.64 feet;
8. South 36°17'57" West 146.72 feet;
9. 166.62 feet along the arc of a circular curve concave Southeast having a radius
of 600.00 feet through a central angle of 15°54'41" and being subtended by a
chord which bears South 28°20'36"West 166.09 feet;
10. South 20°23'16" West 580.19 feet;
11. South 16°36'00" East 129.09 feet;
12. South 71°11'59" East 486.28 feet;
13. South 18°45'55" West 228.21 feet to the POINT OF BEGINNING.
Containing 22.63 acres, more or less.
TOGETHER WITH
(PARCEL 3)
All that part of Tract FD1, National Golf& Country Club at Ave Maria, Phase 1, being
more particularly described as follows:
BEGINNING at the Southeast corner of Tract G14 of said National Golf& Country Club
at Ave maria, Phase 1, thence along the boundary of said Tract FD1, in the following
six (6) described courses:
1. North 13°05'22" East 417.47 feet;
2. North 28°15'22" East 216.21 feet;
3. South 61°29'40" East 163.93 feet;
4. South 84°15'00" East 25.68 feet;
5. South 53°42'03" East 28.95 feet;
6. South 36°17'57" West 13.69 feet;
Thence leaving said boundary, 344.60 feet along the arc of a circular curve concave
East having a radius of 659.39 feet through a central angle of 29°56'35" and being
subtended by a chord which bears South 21°19'39" West 340.69 feet to a point of
reverse curvature;
Thence 225.59 feet along the arc of a circular curve concave West having a radius of
770.00 feet through a central angle of 16°47'09" and being subtended by a chord
which bears South 14°44'56" West 224.78 feet to the Northeasterly most corner of
Tract L36 of said National Golf& Country Club at Ave Maria Phase 1;
Thence along the Northerly line of said Tract L36, North 76°54'38" West 205.96 feet to
the POINT OF BEGINNING.
Containing 2.95 acres, more or less.
Containing 32.45 net acres, more or less.
Subject to easements and restrictions of record.
Bearings are based on the South line of Tract U being South 87°30'49" West.
3 99
EXHIBIT"B"
National Golf&Country Club Multi-Family Ph 3
WATER
#OF ERC SYSTEM CAPACITY
UNIT TYPE UNITS DAILY FLOWS FACTOR #OF ERC'S CHARGE/ERC CHARGE
Apartments 238 GPD"' i 0 865 S 649 48 $_ -
Bars and Cocktail Lounges 10 GPCD"' 0 036 - -- _ $ 649.48 $
Boarding Schools(students and staff) 94 GPCD j 0 342 - $ _ 649.48 $
Country Clubs(per member) 28 GPCD 0102 _ - $ 64948 $
Day Schools(students end sta - -- ----...... -- -
ff) 25 GPCD 0091 - $ 64948 $
Hospitals(with laundry) 278 GPD/BED 1 011 $ 649 48 $ --- "---
-
Hospitals(without laundry) 100 GPD/BED 0.364 649.48
Hotels and Motels 70 GPD/RM 0 255 - $ 649.48 $
Laundromats 500 GPD/WASHER 1.818 $ 649.48 $
Movie Theatres,Auditoriums,Churches(per seat) 20 GPD 0073 $ 649.48 $
Restrooms(per water-closet) 2 275 GPO 1 000 2.00 $ 649,48 $ 1,298.96
Storage(per loading bay) 111 GPD _ 0.404 - $ 849.48 $
Student Activity Center 10 GPDC 0.036 - $ 649 48 $
Grounds Maintenance 17 GPCD 0.062 - $ 84948 $
Math,Science,and Technology Building(per person) 10 GPCD 0.036 - $ 649.48 $ _
Library(per person) 10 GPCD 0,036
_ _ - $ 649.48 $
Nursing Homes 250 GPD/BED 0.909 - $ 649.48 $ -
Factory 17 GPDC j 0.062 - b 649.48 $
•
Fa
Office s Buildin ----------
9 18 GPD/100 SF � 0 065 - $ 849.48 $ -
Restaurants(per seat) 45 GPCD 0 164 - $ 649.48 $ -
-
Restaurants(fast food)(per seat) 30 GPCD 0 109 - $ 649.48 $
Food Outlet/Concession Stand 11 GPCD 0.040 - $ 649.48 $
Retail(without kitchen waste) 18 GPD/100 SF 0.065 -"-- -
- $ 849.48 $ _
Single Family Residential 180 GPD 1,000 - - $ 649.48 $ - '
University's Central Plant per chiller 45,000 GPD ' 163636 - $ 649.48 $ -
Stadiums,Bat Parks,etc.(per seat) 5 GPO 0 018 - $ 649.48 $ --
Townhouse Residences(Si '
1.500 SF and less 238 GPD 0.865 - $ 849.48 $ -
1,501 SF or larger 498 180 GPO 1 000 498.00 $ 649.48 $ 323,441.04
University
Undergraduate 40 GPCD 0.145 - $ 649,48 $ -
Graduate-Single 60 GPCD 0.218 - $ 649.48 $ -
_ Graduate-Married_ _ 95 GPCD 0.345 - $ 649.48 $ -
Faculty', 13 GPCO 0.047 - $ 849.48 $ -
Water System Capacity Total: $ 324,740.00
Total ft of ERC'S: 500.00
WASTEWATER
#OF ERC ; SYSTEM CAPACITY
UNIT TYPE UNITS DAILY FLOWS FACTOR #OF ERC'S CHARGE/ERC CHARGE
Apartments 214 GPO'' ---0.856 - $ 562.82 $
Bars and Cocktail Lounges 9 GPCDF' 0.038 - $ 582.82 $ -
Boarding Schools(students and staff) 85 GPCD 0.340 - $ 582.82 $ -
Country Clubs(per member) 25 GPCD 0 100 - $ 562.82 $ -
Day Schools(students and staff 22 GPCD 0 088 - $ 562.82 $ -
Hospitals(with laundry) - 250 GPD/BED 1.000 - $ 582.82 $ -
Hospitals(without laundry) 90 GPD/BED 0.380 - $ 562.82 $ -
Hotels and Motels 63 GPD/RM 0.252 - $ 562.82 $ _
Laundromats 450 GPD/WASHER 1.800 - $ 56282 $ -
Movie Theatres,Auditoriums,Churches(per seat) 18 GPD 0 072 - $ 582.82 $ -
Restrooms(per water-closet) 2 250 GPO 1.000 2.00 $ 562.82 $ 1,125.64
Storage(per loading bay) 100 GPO 0.400 - $ 562.82 $ -
Student Activity Center 9 GPCD 0.038 - $ 582.82 $ -
Grounds Maintenance 15 GPCD 0.060 - $ 562.82 $ -
Math,Science,and Technology Bu85ng(per person) 9 GPCD 0.036 -, $ 562.82 $ -
Library(per person) 9 GPCD 0.038
--- 582.82 $
Nursing Homes __ 225 GPD/BED 0.900 - $ 562.82 $ -
Factory__ __.1 15 GPDC 0 060 - $ 562.82 $ -
Office Buildings �, 16 GPD/100 SF 0.084 - $ 562.82 $ -
Restaurants(per seat) 45 GPCD 0 180 - $ 562 82 $ -
Restaurants(fast food)(per seat) 30 GPCD 0 120 - $ 562 82 $ -
Food Oufiet/Concession Stand I 10 GPCD 0040 - $ 562.82 $ -
Retail(without kitchen waste) 16 GPD/100 SF 0 064 - $ 562.82 $ -
Single Family Residential 165 GPD 1.000 - - $ 582.82 $
University's Central Plant per chiller 7,650 GPD 30 600 - $ 562.82 $
Stadiums,Bat Parks,etc.(per seat) 5 GPO 0.020 - $ 562.82 $ -
Townhouse Residences(Si
1.500 SF and less 214 GPD 0 858 - $ 582.82 $ -
1,501 SF or larger 498 165 GPD--- 1 000 498.00 $ 562.82 $ 280,284.36
University
_..�__ Undergraduate 36 GPCD 0.144 -L$ 56282 a -
Graduate-Single i 54 GPCD 0.216 -i 6 562 82 $
_ Graduate-Married 86 GPCO 0.344 $ 56282 $
Faculty 12 GPCD 0048 - $ 562.82 $ -
Wastewater System Capacity Total: $ 281,410 00
(1)GPD-Gallons per day Total q of ERC'S: 500.00
(2)GPCD-Gallons per capita day
(3)Condominiums shall be rated in accordance with the type(apartments,townhouses,etc.)
Total System Capacity Charge: $ 606,150.00
100
Ave Maria
(` t i l i t y C o to p a n >.
May 1, 2022
Collier County Development Services Center
Attn: Kenneth Kovensky
2800 North Horseshoe Drive
Naples, FL 34104
Re: Developer Agreements—001-22 National Ph 4 PPL
Ave Maria Utility Company, LLLP
Dear Mr. Kovensky:
Please find the enclosed copy of the Developer Agreement—National Ph 4 PPL executed between Ave Maria
Utility Company, LLLP and Lennar Homes, LLC. This agreement is subject to the general terms of the Master
Developer Agreement—National Golf& Country Club at Ave Maria executed on December 19, 2019.
The current amount of capacity reserved at the water and wastewater plants (including this project) are 2.07
MGD and 1.81 MGD, respectively. The water and wastewater plants have a total permitted maximum day
operation capacity of 0.999 MGD and 0.90 MGD, respectively and the current Max Daily Flow is .751 MGD and
.618 MGD, respectively.
If you have any questions concerning the attached Developer Agreement, please contact AMUC at 239-348-
0248.
Thank You,
7-a441
fTammy Smith
Customer Service Manager
File—AMUC Project#001-22 National Ph 4 PPL
5076 ANNUNCIATION CIRCLE,SUITE#102 AVE MARIA,FL 34142 TEL 239.348.0248 FAX 239.348.3740
101
This Instrument prepared by and
and should be returned to:
Sundstrom&Mindlin,LLP
2548 Blairstone Pines Drive
Tallahassee,Florida 32301
(850)877-6555
DEVELOPER PHASE AGREEMENT
NATIONAL GOLF& COUNTRY CLUB
PHASE 4
THIS AGREEMENT,made as of this ZZ,. day of April 2022, between LENNAR
HOMES,LLC("Developer"), and AVE MARIA UTILITY COMPANY,LLLP,a Florida limited
liability limited partnership("Utility").
RECITALS
WHEREAS,on December 5,2019,Developer and Utility entered into a Master Developer
Agreement ("Master Agreement") which sets forth the general terms and conditions for the
provision of potable water and central wastewater service within the Ave Maria development;and,
WHEREAS, the Master Agreement contemplates the parties will enter into a series of
Developer Agreements that will apply to particular Phases of Developer's Project;and,
WHEREAS,Developer is now ready to develop the property set forth in Exhibit"A"and
incorporated herein by reference("National Golf&Country Club Phase 4")and Utility is prepared
to provide potable water and central wastewater service to National Golf& Country Club Phase 4
as more specifically set forth herein.
NOW, THEREFORE, in consideration of the premises and mutual covenants contained
herein,the Utility and Developer agree as follows:
1. The above referenced recitals are true and correct and, along with the Master
Agreement, are incorporated herein by reference.
2. Pursuant to Section 3(j)of the Master Agreement Developer agrees to pay to Utility
System Capacity Charges of$111,061.08 for water service and $96,242.22 for wastewater service.
In consideration thereof,Utility agrees to reserve 171 ERC's of water system capacity and 171 ERC's
of wastewater system capacity for National Golf& Country Club Phase 4,and to provide water and
sewer services in accordance with the terms of this Agreement, the Master Agreement, and the
Utility's approved Tariffs.
3. Prior to approval of Plans and Specifications, Developer shall pay Utility a Plan
Review and Construction Observation Fee in the amount of 0.75 percent(plan review)plus 2.25
1
102
percent (construction observation) of the Estimate of the Probable Construction Cost as required
by the Utility's Technical Standards and Specifications. The Plan Review and Construction
Observation Fee shall cover costs incurred by the Utility with regard to the construction and
contribution of On-Site Facilities and Off-Site Facilities and any other costs incurred in the
execution and performance of this Agreement. The parties agree that this Paragraph replaces and
supersedes the provisions set forth in Section 3(h) of the Master Agreement and any other
provisions therein related to this subject.
4. In the event Developer, or other occupants of the National Golf& Country Club
Phase 4 property utilize capacity in excess of the reservation made under this Agreement,Developer
shall be required to pay additional System Capacity Charges for such capacity. The rate to be paid
shall be the System Capacity Charge then in effect,according to the Utility's then approved tariff. In
the event Developer wishes to construct units in addition to those for which capacity is reserved
hereunder,an amendment to this Agreement shall be required. In no event shall Utility be obligated
to provide water or wastewater service to the National Golf& Country Club Phase 4 at Property
in excess of the amounts set forth herein. If all or part of the National Golf&Country Club Phase
4 Property requires additional water and/or wastewater service, revised plans and specifications
shall be prepared by Developer,to be approved by Utility, and a new agreement, or Amendment
to the National Golf&Country Club Phase 4 Agreement, which directly relates to the respective
additional terms and/or additional facilities,shall be executed prior to granting additional capacity
or the installation of the additional facilities.
IN WITNESS WHEREOF, Developer and Utility have executed and delivered this
Agreement as of the day and year first above written.
2
103
dr..4,k.....4.41111111.Pc
By
Its '4 � s's
AVE MARIA UTILITY COMPANY,LLLP
A Florida Limited Liability Limited Partnership
By Its General Partners:
Barron Collier Corporation,
A Florida Corporation
General Partner
(Corporate Seal)
By:
Bradley A.B V. e Presi'-nt
Nua Baile,LLC
A Florida Limited Liabilit Corn any
General P' .
By:
Paul .Roney, Presi ent
Reviewed By:
Jason age ,Sr.Project Manager
3
104
STATE OF
COUNTY OF L
The foregoing instrument was acknowledged before me by means of tysicai presence or C online
notarization this day of f7PRIG. AA/D ,2022,bypa4s t 5 /r11.Such person(s)
Notary Public must check applicable ox:
are personally known to`rtte.
❑ produced his/her c nt river licens
❑ produced i fi lion.
(Notary Seal) �Y/rl
No ublic
Printed Name of Notary: NOTARY PUBLIC
Commission Number - OF FLORIDA
My Commission Expires: GG288290
2/13/2023
STATE OF FLORIDA
COUNTY OF rOT,T.IER
The foregoing instrument was acknowledged before me by means of 0 physical presence or 0 online
notarization this day of 20th of April ,2022,by Bradley A.Boaz .Such person(s)
Notary Public must check applicable box:
El are personally known to me.
❑ produced his/her current driver license.
_�! ❑ prraduc.d r dentifica n.
(Na, ; tit lUM 0,0milasON I Y_• �� Yam{ tom^
? Notary Public-State of Florida E Notary Public
Commission tl HH 201126 Printed Name of Notary:Kim D.Davidson
ar r, My Comm.Expires Feb 19,2026
1 sondes through National Notary Assn. 1 Commission Number:__Hi- of 826
My Commission Exxpirc,: 02/19/2026
STATE OF MICHIGAN
COUNTY OF WASHTENAW y
The foregoing instrument w �kn wled ed before me by means of';Xphysical presence or 0 online
notarization this day of �2022,by Paul R.Roney Such person(s)
Notary Public must check appli ble box:
5i are personally known to me.
❑ produced his/her current driver license.
❑ produced as t fieatton Q
(Notary Seal) , fGC" ( • �sl� : -"'
N'oEary Public
Printed Name of Notary: 1.-Lic ff
Commission Number:
My Commission Expires: / -/Li-a 7
LUCtE k RAMSAEu.
NOTARY S4TE W
M.r comoss ON EXPIRES San t4,1 7e r t
�T1µ3 t4 COUNTY OF tip u a93
105
EXHIBIT "A"
Legal Description
Part of Tracts B-4, FD-1, GM, G-12, G-13, L-27, L-30, L-31, L-33, L-34, & L-35,
National at Ave Maria Phase 1, Plat Book 67, Pages 55-67,
(National Golf and Country Club at Ave Maria, Phase 4)
All that Part of Tracts B-4, FD-1, GM, G-12, G-13, L-27, L-30, L-31, L-33, L-34, & L-35,
National Golf and Country Club at Ave Maria Phase 1, a subdivision according to the
Plat thereof as recorded in Plat Book 67, Pages 55-67, Public Records of Collier
County, Florida, being more particularly described as follows:
BEGINNING at the Southwesterly most corner of said Tract FD-1, of said National Golf
and Country Club at Ave Maria, Phase 1;
Thence along the boundary of said Tract FD-1, in the following five (5) described
courses:
1. North 14°13'33" East 110.00 feet;
2. 93.95 feet along the arc of a circular curve concave Southeast having a radius
of 195.00 feet through a central angle of 27°36'18" and being subtended by a
chord which bears North 28°01'41" East 93.04 feet to a point of reverse
curvature;
3. 45.61 feet along the arc of a circular curve concave Northwest having a radius
of 100.00 feet through a central angle of 26°08'00" and being subtended by a
chord which bears North 28°45'50" East 45.22 feet to a point of reverse
curvature;
4. 1,038.66 feet along the arc of a circular curve concave Southeast having a
radius of 1,562.00 feet through a central angle of 38°05'57" and being
subtended by a chord which bears North 34°44'48" East 1,019.63 feet;
5. North 53°47'47" East 706.43 feet;
Thence leaving said boundary, 56.09 feet along the arc of a non-tangential circular
curve concave Northeast having a radius of 175.00 feet through a central angle of
18°21'46" and being subtended by a chord which bears North 23°58'33" West 55.85
feet to a point of compound curve;
Thence 121.46 feet along the arc of a circular curve concave East having a radius of
683.01 feet through a central angle of 10°11'21" and being subtended by a chord
which bears North 09°41'59" West 121.30 feet to a point on the North line of
aforementioned National Golf and Country Club at Ave Maria, Phase 1, also being the
North line of Section 9, Township 48 South, Range 29 East, Collier County, Florida;
Thence along said line, North 89°45'53" East 108.37 feet;
Thence leaving said line, 273.65 feet along the arc of a non-tangential circular curve
concave East having a radius of 575.00 feet through a central angle of 27°16'05" and
being subtended by a chord which bears South 19°03'43" East 271.08 feet to a point
on the boundary of aforementioned Tract FD-1;
Thence along said boundary in the following fifteen (15) described courses:
1. North 57°18'15" East 125.00 feet;
2. 235.43 feet along the arc of a non-tangential circular curve concave Northeast
having a radius of 450.00 feet through a central angle of 29°58'33" and being
subtended by a chord which bears South 47°41'02" East 232.75 feet to a point
of reverse curvature;
3. 258.32 feet along the arc of a circular curve concave Southwest having a
radius of 1162.00 feet through a central angle of 12°44'14" being subtended by
a chord which bears South 56°18'11" East 257.79 feet;
106
4. South 49°56'04" East 70.51 feet;
5. 110.71 feet along the arc of a non-tangential circular curve concave West
having a radius of 438.00 feet through a central angle of 14°28'55" and being
subtended by a chord which bears North 19°32'03" East 110.41 feet to a point
of reverse curvature;
6. 240.45 feet along the arc of a circular curve concave East having a radius of
3,162.00 feet through a central angle of 04°21'25" and being subtended by a
chord which bears North 14°28'18" East 240.39 feet to a point of reverse
curvature;
7. 45.63 feet along the arc of a circular curve concave West having a radius of
100.00 feet through a central angle of 26°08'41" and being subtended by a
chord which bears North 03°34'40" East 45.24 feet to a point of reverse
curvature;
8. 31.45 feet along the arc of a circular curve concave East having a radius of
195.00 feet through a central angle of 09°14'25" and being subtended by a
chord which bears North 04°52'28" West 31.41 feet;
9. North 00°14'49" West 113.52 feet;
10. North 89°45'53" East 390.00 feet;
11. South 00°14'49" East 113.39 feet;
12. 154.59 feet along the arc of a circular curve concave West having a radius of
195.00 feet through a central angle of 45°25'24" and being subtended by a
chord which bears South 22°27'26" West 150.58 feet to a point of reverse
curvature;
13. 50.17 feet along the arc of a circular curve concave Southeast having a radius
of 100.00 feet through a central angle of 28°44'46" and being subtended by a
chord which bears South 30°47'45" West 49.65 feet to a point of compound
curve;
14. 204.56 feet along the arc of a circular curve concave East having a radius of
2,838.00 feet through a central angle of 04°07'47" and being subtended by a
chord which bears South 14°21'29" West 204.51 feet to a point of reverse
curvature;
15. 394.01 feet along the arc of a circular curve concave Northwest having a radius
of 762.00 feet through a central angle of 29°37'35" and being subtended by a
chord which bears South 27°06'22" West 389.64 feet;
Thence leaving said boundary, 298.61 feet along the arc of a non-tangential circular
curve concave Southwest having a radius of 837.00 feet through a central angle of
20°26'28" and being subtended by a chord which bears South 38°04'41" East 297.03
feet to a point of reverse curvature;
Thence 9.50 feet along the arc of a circular curve concave Northeast having a radius
of 963.00 feet through a central angle of 00°33'56" and being subtended by a chord
which bears South 28°08'25" East 9.50 feet to a point on the boundary of said Tract
FD-1;
Thence along said boundary in the following fifteen (15) described courses:
1. 359.46 feet along the arc of a non-tangential circular curve concave Northwest
having a radius of 439.04 feet through a central angle of 46°54'36" and being
subtended by a chord which bears North 32°41'27" East 349.50 feet to a point
of reverse curvature;
2. 292.63 feet along the arc of a circular curve concave Southeast having a radius
of 462.00 feet through a central angle of 36°17'26" and being subtended by a
chord which bears North 27°22'52" East 287.76 feet to a point of reverse
curvature;
3. 294.95 feet along the arc of a circular curve concave West having a radius of
2 107
238.00 feet through a central angle of 71°00'22" and being subtended by a
chord which bears North 10°01'24" East 276.44 feet to a point of reverse
curvature;
4. 129.76 feet along the arc of a circular curve concave East having a radius of
435.00 feet through a central angle of 17°05'29" and being subtended by a
chord which bears North 16°56'02" West 129.28 feet to a point of compound
curve;
5. 27.75 feet along the arc of a circular curve concave East having a radius of
195.00 feet through a central angle of 08°09'11" and being subtended by a
chord which bears North 04°18'42" West 27.72 feet;
6. North 00°14'07" West 110.00 feet;
7. North 89°45'53" East 390.00 feet;
8. South 00°14'07" East 110.00 feet;
9. 32.01 feet along the arc of a circular curve concave West having a radius of
195.00 feet through a central angle of 09°24'19" and being subtended by a
chord which bears South 04°28'03" West 31.97 feet to a point of reverse
curvature;
10. 162.16 feet along the arc of a circular curve concave East having a radius of
600.00 feet through a central angle of 15°29'06" and being subtended by a
chord which bears South 01°25'40" West 161.67 feet to a point of reverse
curvature;
11. 434.82 feet along the arc of a circular curve concave West having a radius of
562.00 feet through a central angle of 44°19'48" and being subtended by a
chord which bears South 15°51'00" West 424.06 feet to a point of reverse
curvature;
12. 237.38 feet along the arc of a circular curve concave Southeast having a radius
of 600.00 feet through a central angle of 22°40'04" and being subtended by a
chord which bears South 26°40'52" West 235.83 feet to a point of reverse
curvature;
13. 340.87 feet along the arc of a circular curve concave Northwest having a radius
of 763.04 feet through a central angle of 25°35'43" and being subtended by a
chord which bears South 28°08'42" West 338.04 feet;
14. Continue 97.92 feet along the arc of a circular curve concave Northwest having
a radius of 763.04 feet through a central angle of 07°21'09" and being
subtended by a chord which bears South 44°37'08" West 97.85 feet;
15. South 48°54'39" West 79.88 feet;
Thence leaving said boundary, 95.39 feet along the arc of a non-tangential circular
curve concave Northeast having a radius of 963.00 feet through a central angle of
05°40'32" and being subtended by a chord which bears South 50°51'47" East 95.36
feet;
Thence South 53°42'03" East 79.37 feet;
Thence 23.56 feet along the arc of a circular curve concave North, having a radius of
15.00 feet through a central angle of 89°59'59" being subtended by a chord which
bears North 81°17'56" East 21.21 feet to a point on the North line of National Golf and
Country Club at Ave Maria Phase 3;
Thence along said North line, South 36°17'57" West 104.00 feet;
Thence leaving said line, along a the arc of a circular curve concave West, having a
radius of 15.00 feet through a central angle of 90°00'00" being subtended by a chord
which bears North 08°42'03" West 21.21 feet;
Thence North 53°42'03" 79.37 feet;
Thence 302.39 feet along the arc of a non-tangential circular curve concave Northeast
having a radius of 1,037.00 feet through a central angle of 16°42'26" and being
subtended by a chord which bears North 45°20'50" West 301.31 feet to a point on the
3 108
boundary of aforementioned Tract FD-1;
Thence along said boundary in the following twenty-one (21) described courses:
1. South 61°59'38" West 64.58 feet;
2. 204.11 feet along the arc of a circular curve concave Southeast having a radius
of 338.00 feet through a central angle of 34°35'56" and being subtended by a
chord which bears South 44°41'40" West 201.02 feet;
3. South 27°23'42" West 103.31 feet;
4. 414.35 feet along the arc of a circular curve concave Northwest having a radius
of 312.00 feet through a central angle of 76°05'28" and being subtended by a
chord which bears South 65°26'26" West 384.56 feet to a point of compound
curve;
5. 354.52 feet along the arc of a circular curve concave North having a radius of
1,362.00 feet through a central angle of 14°54'50" and being subtended by a
chord which bears North 69°03'24" West 353.52 feet to a point of reverse
curvature;
6. 224.21 feet along the arc of a circular curve concave South having a radius of
200.00 feet through a central angle of 64°13'50" and being subtended by a
chord which bears South 86°17'06" West 212.65 feet to a point of reverse
curvature;
7. 149.09 feet along the arc of a circular curve concave Northwest having a radius
of 1,962.00 feet through a central angle of 04°21'14" and being subtended by a
chord which bears South 56°20'48" West 149.06 feet to a point of reverse
curvature;
8. 49.05 feet along the arc of a circular curve concave Southeast having a radius
of 88.00 feet through a central angle of 31°56'10" and being subtended by a
chord which bears South 42°33'20" West 48.42 feet;
9. South 26°35'15" West 19.38 feet;
10. 47.75 feet along the arc of a circular curve concave East having a radius of
100.00 feet through a central angle of 27°21'36" and being subtended by a
chord which bears South 12°54'27" West 47.30 feet to a point of reverse
curvature;
11. 50.38 feet along the arc of a circular curve concave West having a radius of
195.00 feet through a central angle of 14°48'13" and being subtended by a
chord which bears South 06°37'45" West 50.24 feet;
12. South 14°06'09" West 108.80 feet;
13. North 75°46'27" West 390.23 feet;
14. North 14°13'32" East 108.13 feet;
15. 135.19 feet along the arc of a circular curve concave Southeast having a radius
of 195.00 feet through a central angle of 39°43'19" and being subtended by a
chord which bears North 34°05'12" East 132.50 feet to a point of reverse
curvature;
16. 47.75 feet along the arc of a circular curve concave Northwest having a radius
of 100.00 feet through a central angle of 27°21'36" and being subtended by a
chord which bears North 40°16'03" East 47.30 feet;
17. North 26°35'15" East 19.38 feet;
18. 229.64 feet along the arc of a circular curve concave Southeast having a radius
of 412.00 feet through a central angle of 31°56'10" and being subtended by a
chord which bears North 42°33'20" East 226.68 feet to a point of reverse
curvature;
19. 225.14 feet along the arc of a circular curve concave Northwest having a radius
of 1,638.00 feet through a central angle of 07°52'31" and being subtended by a
chord which bears North 54°35'09" East 224.96 feet to a point of reverse
curvature;
4 109
20. 427.71 feet along the arc of a circular curve concave South having a radius of
337.00 feet through a central angle of 72°43'04" and being subtended by a
chord which bears North 87°00'26" East 399.57 feet;
21. 245.61 feet along the arc of a non-tangential circular curve concave Northeast
having a radius of 1,038.00 feet through a central angle of 13°33'27" and being
subtended by a chord which bears South 63°25'00" East 245.04 feet;
Thence leaving said boundary, South 19°48'31"West 125.00 feet;
Thence 128.33 feet along the arc of a non-tangential circular curve concave North
having a radius of 1,172.35 feet through a central angle of 06°16'18" and being
subtended by a chord which bears South 73°20'39" East 128.26 feet;
Thence 150.07 feet along the arc of a non-tangential circular curve concave Northwest
having a radius of 113.00 feet through a central angle of 76°05'28" and being
subtended by a chord which bears North 65°26'26" East 139.28 feet;
Thence North 27°23'42" East 103.31 feet;
Thence 250.32 feet along the arc of a circular curve concave Southeast having a
radius of 537.00 feet through a central angle of 26°42'28" and being subtended by a
chord which bears North 40°44'56" East 248.06 feet to a point on the boundary of
aforementioned Tract FD-1;
Thence along the boundary of said Tract FD-1, in the following four(4) described
courses:
1. 216.92 feet along the arc of a non-tangential circular curve concave Southwest
having a radius of 638.00 feet through a central angle of 19°28'51" and being
subtended by a chord which bears North 40°11'38" West 215.88 feet;
2. North 49°56'04" West 381.95 feet;
3. 186.29 feet along the arc of a circular curve concave Southwest having a
radius of 838.00 feet through a central angle of 12°44'14" and being subtended
by a chord which bears North 56°18'11" West 185.91 feet to a point of reverse
curvature;
4. 353.29 feet along the arc of a circular curve concave Northeast having a radius
of 774.00 feet through a central angle of 26°09'08" and being subtended by a
chord which bears North 49°35'44" West 350.23 feet;
Thence leaving said boundary, South 53°47'47" West 258.85 feet;
Thence South 36°12'13" East 125.00 feet to a point on the boundary of said Tract FD-
1;
Thence along said boundary in the following seven (7) described courses:
1. South 53°47'47" West 321.30 feet;
2. 811.35 feet along the arc of a circular curve concave Southeast having a radius
of 1,238.00 feet through a central angle of 37°33'00" and being subtended by a
chord which bears South 35°01'16" West 796.91 feet to a point of compound
curve;
3. 50.73 feet along the arc of a circular curve concave East having a radius of
100.00 feet through a central angle of 29°03'57" and being subtended by a
chord which bears South 01°42'48" West 50.19 feet to a point of reverse
curvature;
4. 92.05 feet along the arc of a circular curve concave West having a radius of
195.00 feet through a central angle of 27°02'43" and being subtended by a
chord which bears South 00°42'11" West 91.19 feet;
5. South 14°13'32" West 110.00 feet;
6. North 75°46'27" West 390.00 feet to the POINT OF BEGINNING.
Containing 51.25 acres, more or less.
Subject to easements and restrictions of record.
5 110
EXHIBIT"B"
National Golf&Country Club Ph 4
WATER
#OF ERC I SYSTEM CAPACITY
UNIT TYPE UNITS DAILY FLOWS , FACTOR #OF ERC'S I CHARGE/ERC( CHARGE
rt Apartments 238 GPD Ur I 0.885 - I$ 849.40 $ -
Bars and Cocktail Lounges 10 GPCDIS 0.036 - 5 649.48 5
Boarding Schools(students and sfa)1) 94 GPCD 0.342 - S 64948 5 -
Country Clubs(per mamba) 28 GPCD 0.102 - 3 _ 649.48 S
Day Senoras(students and gaff) 25 GPCD 0,091 - S 649.48 $
Hosprialt(with laundry) 278 GPO/BED i 1011 - 5 649.46 S
Hospitals tip/Rhein laundry) 100 GPD/BED 0,364 - I S 64948 $ -
HotelsandMotels 70 GPD/RM 0255 15 649,48 5 -
Laundromats 500 GPD/WASHER 1.818 s 649.48 $ •
Movie Theatres.Audloriums,Churches(per seat) 1 GPO 0.004 - $ 849.49 5 -
Resbooms(per water•closel) 275 GPO 1.000 - 5 84940 S •
Storage(per loading bay) 111 GPD 0 404 - 3 649.48 5 -
Student Activity Cantor 10 GPDC 0.036 - 13 64948 $ -
Grounds Maintenance 17 GPCD 0062 - 15 84948 5 -
Math,Scsmce,and Technology Building(perperson) 10 GPCO 0036 • $ 849.48 3 -
Ubrary Spar parson) 10 GPCD 0,036 - $ 649.48 5 -
Nursing Homes 250 GPD/BED 0.909 - S 649.48 S -
Factory 17 GPDC 0 082 - 3 649.48 5 -
Of6ce Buildings 16 GPD/100 SF 0.065 - 5 649.48 S -
Restaurants(par seat) 45 GPCD 0.164 S 649.48 S
Restaurants(fast food)(Der seatl 30 GPCO 0,108 • J$ 848.48 5 -
Food Outlet/Concession Stand 11 GPCD 0.040 . I S 649.48 S •
Retail without kitchen waste) 16 GPD/100 SF 0.085 - 13 649,48 3 -
Single Family Resident's! 171 180 GPD 1.000 171.00 5 649.48 3 111,081.06
University's Central Plant per chiller 1 45,000 GPD 1631338 - 3 649,40 3
Stadiums.Bell Parks.etc.(per seal) 5 GPD _ 0.010 - $ 849.48 5 -
Tovmhouse Residences r'h I
1,500 SF end teas 238 GPD 0.865 - 1 S 649.48 $ •
1,501 SF or larger 275 GPD 1.000 15 840.48 $ -
Universky i _
Undergraduate 40 GPCD 0.145 15 649.48 $ -
--- Graduate-Skyle _ 60 GPCD 0218 1 s 849.48 9
Graduate-Mauled 95 GPCO 0.345 - 3 649.48 5 •
Faulty. 13 GPCO 0.047 • I S 649.48 S -
_
Water System Capacity Total: 3 111,031.09
Total#of ERC'S: 171.00
WASTEWATER
#OF I ERC SYSTEM CAPACITY
UNIT TYPE UNITS I DAILY FLOWS FACTOR #OF ERC'S CHARGE/ERC CHARGE
Apar2-nonts .,_214 GPO"' 0.858 _ •• $ 582.82 S
Bars and Cpcktaii Loum es 9 GPCD"' D 038 • 5 582.52 S
Boardn•Schools(students and a 6S GPCD 0.340 5 562.82 5 -
Country Chubs •ar member Nom 25 GPCD 0.100 -i$ 582.82 5 -
Dsy Scfwc!s(students and staff) = 22 GPCD 0.088 -13 582.62 S •
Hos•Itels with laund y 250 GPO/BED 1.000 • $ 562.82 _$ -
Hes•eats(without laundry) 11111111111M 00 GPD/BED 0360 - $ 582.82 5 -
Holets and Motels 1111111. 83 GPD/RM 0.252 - 5 562.82 5 •
Laundromats EOM 450 GPO/WASHER 1.800 •I$ 58282 $ -
Movie Theatres Auditoriums,Churches(per seal MEM 18 GPO 0.072 -I S 562.82 S •
Restroorns(par water-closet) 1111 250 GPO 1.000 •I S 562.82 5 •
Sion.0 •erlaadin•Da 1111111=1 100 GPD 0.400 •I S 562.82 5 -
Student Acte Center =Mill 9 GPCD 0.038 • 3 582.82 S -
Grounds Maintenance IIII 15 GPCD 0.080 .I$ 582.02 S •
Math Science,and Mahn.•• Bulidln• •er•arson 111111 9 GPCD 0035 -1$ 582.82 5 -
Ldsary(per person) NMI. 9 GPCD 0.036 -I S 552.82 S •
Nurli Mamas MEI 225 GPOIBED 0,900 - 'S 502.82 S •
Facto 111111= 15 GPDC 0.060 -I$ 582.82 5 •
Office Build-m's MEM 16 GPD/100 SF 0.064 -I S 562.82 3 -
Restaurants(• rseat MOM 45 GPCD 0180 - 5 562.82 5 •
Restaurants Iasi f••• ••r seat MIN 30 GPCD 0.120 - $ 582.82 S •
Food Oedat/Concession Stand MOM 10 GPCD 0.040 •:S 582.82 5 •
Ratak without kitchen waste MEM 1a GPD/100 SF 0 064 •I$ 562.62 5 •
S•npte Faml Residential 1a 185 GPO 1.000 171.00!5 562.82 S 96,242.22
Univers'ra Central Plant•erchiller 11111111111111 7650 GPO 90.600 - $ 562.82 5 -
Stadkans,Ball Parks,etc.('.r leap MN= 5 GPD 0.020 - F=1E120 $ •
Farmhouse Resid es'a '
1,500 SF and loss IllnEMEUXIMMIKElli S •
1,501 SF or larger 250 GPD 1.000 S -
Uruversity
Undergraduate 36 GPCD 0.144 • S 582.82 S -
.- ----� Graduate-Sin•Is 54 GPCO 0216 - • S 582.82 3
Graduate-Married- 08 GPCD 0344 •1 5 502.82 3 -
Faculty 12 GPCD 0.04e_ •1 S 582.82 3
---Wastewater System Capacity Total: S 86,24222
Total#of ERC'S: 171.00
(1)GPO-Ge4pns per day
(2)GPCD-Gallons per capita day
(3)Condominiums shall be rated in accordance with the type(apartments,townhouses,ale.)
Total System Capacity Charge: $ 207.303.30
111
Ave Maria
Utility Company
June 29, 2022
Collier County Development Services Center
Attn: Kenneth Kovensky
2800 North Horseshoe Drive
Naples, FL 34104
Re: Developer Agreements—013-21 National G&C Ph 3 Coach Homes
Ave Maria Utility Company, LLLP
Dear Mr. Kovensky:
Please find the enclosed copy of the Developer Agreement—National Golf&Country Phase 3 Coach Homes
executed between Ave Maria Utility Company, LLLP and Lennar Homes, LLC. This agreement is subject to the
general terms of the Master Developer Agreement—National Golf&Country Club @ Ave Maria executed on
December 5, 2019.
The current amount of capacity reserved at the water and wastewater plants (including this project) are 2.03
MGD and 1.77 MGD, respectively. The water and wastewater plants have a total permitted maximum day
operation capacity of 0.999 MGD and 0.9 MGD, respectively and the current Max Daily Flow is .750 MGD and
.625 MGD, respectively.
If you have any questions concerning the attached Developer Agreement, please contact AMUC at
239.348.0248.
Regards,
7-eux7 ,5"frn
Tammy Smith
Customer Service Manager
File—AMUC Project#007-20 National G&C Multi-Family Ph 2
5076 ANNUNCIATION CIRCLE,SUITE#102 AVE MARIA,FL 34142 TEL 239.348.0248 FAX 239.348.3740
112
This Instrument prepared by and
and should be returned to:
Sundstrom&Mindlin,LLP
2548 Blairstone Pines Drive
Tallahassee,Florida 32301
(850)877-6555
DEVELOPER PHASE AGREEMENT
NATIONAL GOLF& COUNTRY COACH HOMES
THIS AGREEMENT,made as of this 22.day of Apr;t ,2022 between LENNAR
HOMES, LLC("Developer"),and AVE MARIA UTILITY COMPANY,LLLP,a Florida limited
liability limited partnership("Utility").
RECITALS
WHEREAS,on December 5,2019 Developer and Utility entered into a Master Developer
Agreement ("Master Agreement") which sets forth the general terms and conditions for the
provision of potable water and central wastewater service within the Ave Maria development;and,
WHEREAS, the Master Agreement contemplates the parties will enter into a series of
Developer Agreements that will apply to particular Phases of Developer's Project; and,
WHEREAS,Developer is now ready to develop the property set forth in Exhibit"A"and
incorporated herein by reference ("National Golf & Country Coach Homes") and Utility is
prepared to provide potable water and central wastewater service to National Golf& Country
Coach Homes as more specifically set forth herein.
NOW,THEREFORE, in consideration of the premises and mutual covenants contained
herein,the Utility and Developer agree as follows:
1. The above referenced recitals are true and correct and, along with the Master
Agreement,are incorporated herein by reference.
2. Pursuant to Section 3(j)of the Master Agreement Developer agrees to pay to Utility
System Capacity Charges (Exhibit "B") of $114,308.48 for water service and $99,056.32 for
wastewater service. In consideration thereof, Utility agrees to reserve 176 ERC's of water system
capacity and 176 ERC's of wastewater system capacity for National Golf&Country Coach Homes,
and to provide water and sewer services in accordance with the terms of this Agreement,the Master
Agreement,and the Utility's approved Tariffs.
3. Prior to approval of Plans and Specifications, Developer shall pay Utility a Plan
Review and Construction Observation Fee in the amount of 0.75 percent(plan review)plus 2.25
i
113
percent (construction observation) of the Estimate of the Probable Construction Cost as required
by the Utility's Technical Standards and Specifications. The Plan Review and Construction
Observation Fee shall cover costs incurred by the Utility with regard to the construction and
contribution of On-Site Facilities and Off-Site Facilities and any other costs incurred in the
execution and performance of this Agreement. The parties agree that this Paragraph replaces and
supersedes the provisions set forth in Section 3(h) of the Master Agreement and any other
provisions therein related to this subject.
4. In the event Developer. or other occupants of the National Golf& Country Coach
Homes property utilize capacity in excess of the reservation made under this Agreement,Developer
shall be required to pay additional System Capacity Charges for such capacity. The rate to be paid
shall be the System Capacity Charge then in effect,according to the Utility's then approved tariff. In
the event Developer wishes to construct units in addition to those for which capacity is reserved
hereunder,an amendment to this Agreement shall be required. In no event shall Utility be obligated
to provide water or wastewater service to the National Golf& Country Coach Homes at Property
in excess of the amounts set forth herein. If all or part of the National Golf& Country Coach
Homes Property requires additional water and/or wastewater service, revised plans and
specifications shall be prepared by Developer,to be approved by Utility,and a new agreement,or
Amendment to the National Golf& Country Coach Homes Agreement, which directly relates to
the respective additional terms and/or additional facilities, shall be executed prior to granting
additional capacity or the installation of the additional facilities.
IN WITNESS WHEREOF, Developer and Utility have executed and delivered this
Agreement as of the day and year first above written.
2
114
LENNA' 10
z y: �.' �� ..►� ..
Its: NalltaKIPMPIPR.
AVE MARIA UTILITY COMPANY,LLLP
A Florida Limited Liability Limited Partnership
By Its General Partners:
Barron Collier Corporation,
A Florida Corporation
General Partner
(Corporate Seal)
By: r�1
Bradley A.Bo ice President
Nua Baile,LLC
A Florida Limited Liabi parry
General Painei
By: l 7-
Paul R.Roney,Pre 'dent
Reviewed By: 1
lason'Vogel, Sr.Project Manager
3
115
STATE OF /L
COUNTY OF t E• c-
The foregoing instrument was acknowledged before me by means of❑ physical presence or 0 online
notarization this day of t1, i.eIC. .:.,- .1 - ,2022,by,t'L. .r cr • . ,ru .Such person(s)
Notary Public must check applicable box:
B are personally known to me.
O produced his/her currs'I driver Iicen, .
O produced ' ' _.....,rs id !i tcatiatyf
(Notary Seal) !"'--t ,1 tr1;:.:4 : __,
Notary Public k '^"Y" .j• ,.
Printed Name of Notary: '`• rub,PUBLIC
. -LC'•.'t it
Commission Number: v�_,, ,
90
My Commission Expires: ��.F" ,3l2023
STATE OF 1 ,t , I.'r,
COUNTY OF ; fit;:-`
The foregoing instrument was acknowledged before me by means of®physical presence or 0 online
notarization this day of 1101<. ` ,2022,by E; i. .. r . . Such person(s)
Notary Public must check applicable box:
Date personally known to me.
❑ produced his/her current driver license.
• — — — — ——— a 1-^Auced as identification.
(No111. ... ..... ) KIM D.DAVIDSON c• 1 )t t J c j r
Notary public•State of Florida
f'• Commission;NM 201826 Notary Public "
t `'?orr,. My Comm Expires Feb 19,2026 ' Printed Name of Notary: itYt i). I), ✓"I < . 1
t Bonded through National Notary Assn. Commission Number: I-li •L.I Y ZC.
My Commission Expires: •) - 1 cj- v,' L.
STATE OF iG)/cN/6f/L
COUNTY OF, <;htn,.}
The foregoing instrument was acknowledged before mf by cans of Vf.physical presence or 0 online
notarization this day of (Jane L 3 ,2022,by/ I K 6/)eySuch person(s)
Notary Public must check applicable box:
Cif-are personally known to me.
❑ produced his/her current driver license. f�
❑ produced ` asintifieatx-�".'
(Notary Seal) ,(„L. /r/
N ary Public f,��J //
Printed Name of Notary: jr//e/td A i6v/.�7'Sir',f "//
Commission Number:
My Commission Expires: /-/5L—2 7
wcic A RAaASOEt L
4 N(1TARYFUL1t1C,S?Alt OF MI
2 14)GOl}NTY OF WASHTENAW ,n
At:TiNGiH GOUPltY QF� f h�r` /� IA)
116
Exhibit"A"
LEGAL DESCRIPTION
PART OF NATIONAL GOLF & COUNTRY CLUB
AT AVE MARIE, PHASE 1,
PLAT BOOK 67, PAGES 55-67,
AND NATIONAL GOLF& COUNTRY CLUB AT AVE MARIA, PHASE 2,
PLAT BOOK 68, PAGES 97-99,
COLLIER COUNTY, FLORIDA
(NATIONAL AT AVE MARIA PHASE 3)
ALL THAT PART OF TRACTS FD1, L24, G8, AND L25, NATIONAL GOLF AND
COUNTRY CLUB AT AVE MARIA, PHASE 1, A SUBDIVISION ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 67, PAGES 55-67, OF THE
PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT; THE SOUTHEAST CORNER OF TRACT "L26" OF SAID NATIONAL
GOLF AND COUNTRY CLUB AT AVE MARIA, PHASE 1;
THENCE ALONG THE BOUNDARY OF TRACT"FD1", OF SAID NATIONAL GOLF
AND COUNTRY CLUB AT AVE MARIA, PHASE 1, IN THE FOLLOWING EIGHTEEN
(18) DESCRIBED COURSES;
1. 10.08 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 747.00 FEET THROUGH CENTRAL ANGLE
OF 00°46'25"AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 12°04'22" EAST 10.08 FEET;
2. 218.64 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 747.00 FEET THROUGH A CENTRAL
ANGLE OF 16°46'13"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 20°50'40" EAST 217.87 FEET; TO A POINT OF
REVERSE CURVATURE;
3. 176.33 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
WEST HAVING A RADIUS OF 353.00 FEET THROUGH A CENTRAL
ANGLE OF 28°37'11"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 14°55'12" EAST 174.50 FEET TO A POINT OF REVERSE
CURVATURE;
4. 475.76 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 774.00 FEET THROUGH A CENTRAL
ANGLE OF 35°13'07"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 18°13'10" EAST 468.31 FEET TO A POINT OF REVERSE
CURVATURE;
5. 58.62 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 226.00 FEET THROUGH A
CENTRAL ANGLE OF 14°51'38"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 28°23'54" EAST 58.45 FEET;
6. NORTH 20°58'04" EAST 50.52 FEET;
7. 44.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR
CURVE CONCAVE EAST HAVING A RADIUS OF 180.00 FEET
THROUGH A CENTRAL ANGLE OF 14°12'50"AND BEING SUBTENDED
BY A CHORD WHICH BEARS NORTH 07°10'21"WEST 44.54 FEET;
8. NORTH 00°14'07"WEST 112.26 FEET;
9. NORTH 89°45'53" EAST 370.37 FEET;
10. SOUTH 00°14'07" EAST 86.54 FEET;
117
11. SOUTH 09°41'24"WEST 102.34 FEET;
12. 19.53 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 15.00 FEET THROUGH A
CENTRAL ANGLE OF 74°35'49"AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 46°59'18"WEST 18.18 FEET;
13. 66.28 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR
CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 60.00 FEET
THROUGH A CENTRAL ANGLE OF 63°17'27"AND BEING SUBTENDED
BY A CHORD WHICH BEARS SOUTH 52°36'48"WEST 62.96 FEET;
14. SOUTH 20°58'04"WEST 75.19 FEET;
15. 137.11 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR
CURVE CONCAVE NORTHWEST HAVING A RADIUS OF 520.00 FEET
THROUGH A CENTRAL ANGLE OF 15°06'25" AND BEING SUBTENDED
BY A CHORD WHICH BEARS SOUTH 28°16'31" WEST 136.71 FEET TO
A POINT OF REVERSE CURVATURE;
16. 295.05 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 480.00 FEET THROUGH A CENTRAL
ANGLE OF 35°13'07"AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 18°13'10" WEST 290.42 FEET TO A POINT OF
REVERSE CURVATURE;
17. 323.18 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
WEST HAVING A RADIUS OF 647.00 FEET THROUGH A CENTRAL
ANGLE OF 28°37'11"AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 14°55'12" WEST 319.83 FEET TO A POINT OF
REVERSE CURVATURE;
18. 141.55 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 453.00 FEET THROUGH A CENTRAL
ANGLE OF 17°54'12"AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 20°16'41" WEST 140.98 FEET;
THENCE LEAVING SAID BOUNDARY; 317.85 FEET ALONG THE ARC OF A
NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A
RADIUS OF 890.00 FEET THROUGH A CENTRAL ANGLE OF 20°27'45"AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 56°03'01" EAST 316.16 FEET;
TO A POINT ON THE BOUNDARY OF TRACT"FD1" OF NATIONAL GOLF AND
COUNTRY CLUB AT AVE MARIA, PHASE 1;
THENCE ALONG THE BOUNDARY OF AFOREMENTIONED TRACT "FD1", IN THE
FOLLOWING TWENTY (20) DESCRIBED COURSES;
1. NORTH 53°41'17" EAST 25.34 FEET;
2. NORTH 53°41'17" EAST 33.31 FEET;
3. 99.24 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 447.00 FEET THROUGH A
CENTRAL ANGLE OF 12°43'15"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 60°02'54" EAST 99.04 FEET;
4. NORTH 66°24'32" EAST 194.77 FEET;
5. 109.75 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 100.00 FEET THROUGH A
CENTRAL ANGLE OF 62°52'56"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 34°58'04" EAST 104.32 FEET;
6. NORTH 03°31'36" EAST 288.75 FEET;
7. 181.31 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 347.00 FEET THROUGH A CENTRAL
118
ANGLE OF 29°56'14"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 18°29'43" EAST 179.25 FEET TO A POINT OF REVERSE
CURVATURE;
8. 32.82 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 100.00 FEET THROUGH A
CENTRAL ANGLE OF 18°48'13"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 24°03'43" EAST 32.67 FEET TO A POINT OF
REVERSE CURVATURE;
9. 206.34 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 180.00 FEET THROUGH A
CENTRAL ANGLE OF 65°40'49"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 47°30'00" EAST 195.23 FEET;
10. NORTH 80°20'25" EAST 56.83 FEET;
11. SOUTH 09°39'35" EAST 109.73 FEET;
12. 33.54 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR
CURVE CONCAVE NORTHEAST HAVING A RADIUS OF 59.99 FEET
THROUGH A CENTRAL ANGLE OF 32°01'52"AND BEING SUBTENDED
BY A CHORD WHICH BEARS SOUTH 25°41'15" EAST 33.10 FEET TO A
POINT OF COMPOUND CURVE;
13. THENCE 104.67 FEET ALONG THE ARC OF A NON-TANGENTIAL
CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 80.00
FEET THROUGH A CENTRAL ANGLE OF 74°57'57"AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 04°13'13" EAST
97.36 FEET;
14, SOUTH 33°42'56"WEST 1.97 FEET;
15. 31.27 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR
CURVE CONCAVE EAST HAVING A RADIUS OF 60.00 FEET THROUGH
A CENTRAL ANGLE OF 29°51'29"AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 18°27'10"WEST 30.92 FEET;
16. SOUTH 03°31'36" WEST 395.65 FEET;
17. 408.27 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 372.00 FEET THROUGH A
CENTRAL ANGLE OF 62°52'56"AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 34°58'04"WEST 388.09 FEET;
18. SOUTH 66°24'32"WEST 208.22 FEET;
19. 33.97 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 153.00 FEET THROUGH A
CENTRAL ANGLE OF 12°43'15"AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 60°02'54"WEST 33.90 FEET;
20. SOUTH 53°41'17"WEST 58.65 FEET;
THENCE LEAVING SAID BOUNDARY; 136.95 FEET ALONG THE ARC OF A
NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF
890.00 FEET THROUGH A CENTRAL ANGLE OF 08°49'00"AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 22°23'48" EAST 136.82 FEET
TO A POINT ON TRACT"FD1";
THENCE ALONG THE BOUNDARY OF AFOREMENTIONED TRACT "FD1", IN THE
FOLLOWING DESCRIBED SEVENTEEN (17) DESCRIBED COURSES;
1. NORTH 81°31'08" EAST 55.98 FEET;
2. 63.97 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH
HAVING A RADIUS OF 153.00 FEET THROUGH A CENTRAL ANGLE OF
23°57'23"AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
119
69°32'26" EAST 63.51 FEET TO A POINT OF REVERSE CURVATURE;
3. 176.55 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 547.00 FEET THROUGH A CENTRAL
ANGLE OF 18°29'36"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 66°48'32" EAST 175.79 FEET;
4. NORTH 76°03'20" EAST 97.40 FEET;
5. 49.04 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE
CONCAVE NORTHWEST HAVING A RADIUS OF 100.00 FEET THROUGH A
CENTRAL ANGLE OF 28°05'55"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 62°00'24" EAST 48.55 FEET TO A POINT OF
REVERSE CURVATURE;
6. 130.08 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH
HAVING A RADIUS OF 180.00 FEET THROUGH A CENTRAL ANGLE OF
41°24'22"AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
68°39'38" EAST 127.27 FEET;
7. NORTH 89°21'49" EAST 110.00 FEET;
8. SOUTH 00°38'11" EAST 360.00 FEET;
9. SOUTH 89°21'49"WEST 110.00 FEET;
10. 46.46 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH
HAVING A RADIUS OF 180.00 FEET THROUGH A CENTRAL ANGLE OF
14°47'25"AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
83°14'29" WEST 46.34 FEET TO A POINT OF REVERSE CURVATURE;
11. 49.04 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH
HAVING A RADIUS OF 100.00 FEET THROUGH A CENTRAL ANGLE OF
28°05'55"AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
89°53'43" WEST 48.55 FEET;
12. SOUTH 76°03'20"WEST 97.40 FEET;
13. 81.66 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 253.00 FEET THROUGH A CENTRAL
ANGLE OF 18°29'36"AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 66°48'32" WEST 81.31 FEET TO A POINT OF REVERSE
CURVATURE;
14. 186.90 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH
HAVING A RADIUS OF 447.00 FEET THROUGH A CENTRAL ANGLE OF
23°57'23"AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH
69°32'26"WEST 185.54 FEET;
15. SOUTH 81°31'08" WEST 56.05 FEET;
16. SOUTH 81°31'08" WEST 10.07 FEET;
17. 97.10 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE
CONCAVE WEST HAVING A RADIUS OF 880.00 FEET THROUGH A
CENTRAL ANGLE OF 06°19'20"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 02°01'34"WEST 97.05 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE LEAVING SAID BOUNDARY FOR THE FOLLOWING THIRTEEN (13)
DESCRIBED COURSES;
1. 37.83 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 25.00 FEET THROUGH A
CENTRAL ANGLE OF 86°42'22"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 38°09'57" EAST 34.32 FEET;
2. NORTH 81°31'08" EAST 30.25 FEET;
3. 136.73 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
120
NORTH HAVING A RADIUS OF 327.00 FEET THROUGH A CENTRAL
ANGLE OF 23°57'23"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 69°32'26" EAST 135.73 FEET TO A POINT OF REVERSE
CURVATURE;
4. 120.39 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 373.00 FEET THROUGH A
CENTRAL ANGLE OF 18°29'36"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 66°48'32" EAST 119.87 FEET;
5. NORTH 76°03'20" EAST 161.28 FEET;
6. 49.88 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTH HAVING A RADIUS OF 60.00 FEET THROUGH A CENTRAL
ANGLE OF 47°37'41"AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 80°07'49" EAST 48.45 FEET TO A POINT OF REVERSE
CURVATURE;
7. 279.32 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
WEST HAVING A RADIUS OF 60.00 FEET THROUGH A CENTRAL
ANGLE OF 266°43'37"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 09°40'47" WEST 87.24 FEET TO A POINT OF REVERSE
CURVATURE;
8. 40.94 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 60.00 FEET THROUGH A
CENTRAL ANGLE OF 39°05'56"AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 56°30'22" WEST 40.15 FEET;
9. SOUTH 76°03'20"WEST 174.25 FEET;
10. 137.82 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 427.00 FEET THROUGH A
CENTRAL ANGLE OF 18°29'36"AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 66°48'32" WEST 137.23 FEET TO A POINT OF
REVERSE CURVATURE;
11. 114.15 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTH HAVING A RADIUS OF 273.00 FEET THROUGH A CENTRAL
ANGLE OF 23°57'23"AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 69°32'26" WEST 113.32 FEET;
12. SOUTH 81°31'08"WEST 30.25 FEET;
13. 37.83 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHEAST HAVING A RADIUS OF 25.00 FEET THROUGH A
CENTRAL ANGLE OF 86°42'22"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 55°07'42"WEST 34.32 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE ALONG THE BOUNDARY OF AFOREMENTIONED TRACT "FD1" 326.27
FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 880.00 FEET THROUGH A CENTRAL ANGLE OF 21°14'34"AND BEING
SUBTENDED BY A CHORD WHICH BEARS NORTH 22°23'48"WEST 324.40 FEET
TO A POINT OF REVERSE CURVATURE;
THENCE LEAVING SAID BOUNDARY FOR THE FOLLOWING SEVENTEEN (17)
DESCRIBED COURSES;
1. 37.83 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL
ANGLE OF 86°42'22"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 10°20'06" EAST 34.32 FEET:
2. NORTH 53°41'17" EAST 32.92 FEET;
121
3. 60.61 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 273.00 FEET THROUGH A
CENTRAL ANGLE OF 12°43'15"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 60°02'54" EAST 60.49 FEET;
4. NORTH 66°24'32" EAST 208.22 FEET;
5. 276.57 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 252.00 FEET THROUGH A
CENTRAL ANGLE OF 62°52'56"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 34°58'04" EAST 262.90 FEET;
6. NORTH 03°31'36" EAST 311.20 FEET;
7. 73.55 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 158.00 FEET THROUGH A CENTRAL
ANGLE OF 26°40'22"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 16°51'47" EAST 72.89 FEET TO A POINT OF
COMPOUND CURVE;
8. 50.79 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 45.00 FEET THROUGH A
CENTRAL ANGLE OF 64°40'18"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 62°32'07" EAST 48.14 FEET TO A POINT OF
REVERSE CURVATURE;
9. 283.43 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHWEST HAVING A RADIUS OF 60.00 FEET THROUGH A
CENTRAL ANGLE OF 270°39'25"AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 40°27'27"WEST 84.36 FEET TO A
POINT OF REVERSE CURVATURE;
10. 29.02 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 45.00 FEET THROUGH A
CENTRAL ANGLE OF 36°57'16"AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 22°41'28"WEST 28.52 FEET TO A POINT OF
REVERSE CURVATURE;
11. 139.28 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 212.00 FEET THROUGH A CENTRAL
ANGLE OF 37°38'31"AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 22°20'51" WEST 136.79 FEET;
12. SOUTH 03°31'36"WEST 311.20 FEET;
13. 217.31 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 198.00 FEET THROUGH A
CENTRAL ANGLE OF 62°52'56"AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 34°58'04" WEST 206.56 FEET;
14. SOUTH 66°24'32"WEST 208.22 FEET;
15. 72.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 327.00 FEET THROUGH A
CENTRAL ANGLE OF 12°43'15"AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 60°02'54"WEST 72.45 FEET;
16. SOUTH 53°41'17"WEST 32.92 FEET;
17. 37.83 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTH HAVING A RADIUS OF 25.00 FEET THROUGH A CENTRAL
ANGLE OF 86°42'22"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 82°57'32"WEST 34.32 FEET TO A POINT OF REVERSE
CURVATURE;
THENCE ALONG THE BOUNDARY OF THE AFOREMENTIONED TRACT
122
"FD1"505.68 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHWEST HAVING A RADIUS OF 880.00 FEET THROUGH A CENTRAL ANGLE
OF 32°55'28"AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
56°04'06"WEST 498.75 FEET TO A POINT OF REVERSE CURVATURE;
THENCE LEAVING SAID BOUNDARY FOR THE FOLLOWING FIFTEEN (15)
DESCRIBED COURSES;
1. 37.98 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHEAST HAVING A RADIUS OF 25.00 FEET THROUGH A
CENTRAL ANGLE OF 87°03'05"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 29°00'17"WEST 34.43 FEET TO A POINT OF
COMPOUND CURVE;
2. 147.10 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 573.00 FEET THROUGH A CENTRAL
ANGLE OF 14°42'32"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 21°52'31" EAST 146.70 FEET TO A POINT OF REVERSE
CURVATURE;
3. 263.24 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
WEST HAVING A RADIUS OF 527.00 FEET THROUGH A CENTRAL
ANGLE OF 28°37'11"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 14°55'12" EAST 260.51 FEET TO A POINT OF REVERSE
CURVATURE;
4, 368.81 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 600.00 FEET THROUGH A CENTRAL
ANGLE OF 35°13'07"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 18°13'10" EAST 363.03 FEET TO A POINT OF REVERSE
CURVATURE;
5. 103.75 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 400.00 FEET THROUGH A
CENTRAL ANGLE OF 14°51'38"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 28°23'54" EAST 103.46 FEET;
6. NORTH 20°58'04" EAST 88.24 FEET;
7. 33.39 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 45.00 FEET THROUGH A
CENTRAL ANGLE OF 42°30'52"AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 42°13'30" EAST 32.63 FEET TO A POINT OF
REVERSE CURVATURE;
8. 286.04 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
SOUTH HAVING A RADIUS OF 60.00 FEET THROUGH A CENTRAL
ANGLE OF 273°08'41"AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 73°05'24" WEST 82.49 FEET TO A POINT OF REVERSE
CURVATURE;
9. 39.77 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
WEST HAVING A RADIUS OF 45.00 FEET THROUGH A CENTRAL
ANGLE OF 50°37'49"AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 04°20'50" EAST 38.48 FEET;
10. SOUTH 20°58'04"WEST 78.03 FEET;
11. 89.74 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 346.00 FEET THROUGH A
CENTRAL ANGLE OF 14°51'38"AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 28°23'54"WEST 89.49 FEET TO A POINT OF
REVERSE CURVATURE;
123
12.402.00 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 654.00 FEET THROUGH A CENTRAL
ANGLE OF 35°13'07"AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 18°13'10"WEST 395.70 FEET TO A POINT OF
REVERSE CURVATURE;
13. 236.27 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
WEST HAVING A RADIUS OF 473.00 FEET THROUGH A CENTRAL
ANGLE OF 28°37'11"AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 14°55'12" WEST 233.82 FEET TO A POINT OF
REVERSE CURVATURE;
14. 161.56 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 627.00 FEET THROUGH A CENTRAL
ANGLE OF 14°45'50"AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 21°50'52"WEST 161.12 FEET TO A POINT OF
REVERSE CURVATURE;
15. 37.71 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 25.00 FEET THROUGH A
CENTRAL ANGLE OF 86°24'57"AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 57°40'25"WEST 34.23 FEET TO A POINT OF
REVERSE CURVATURE;
THENCE ALONG THE BOUNDARY OF THE AFOREMENTIONED TRACT"FD1";
96.39 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH
HAVING A RADIUS OF 880.00 FEET THROUGH A CENTRAL ANGLE OF 06°16'34"
AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 82°15'23"WEST
96.35 FEET TO THE POINT OF BEGINNING.
CONTAINING 16.94 ACRES OR 738,074.93 SQUARE FEET, MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON THE NORTHEASTERLY LINE OF TRACT"L23" BEING
S89°21'49"W.
124
EXHIBIT"B"
National Golf 8 Country Club Multi-Finaily Ph 3
WATER
#OF ERC SYSTEM CAPACITY
UNIT TYPE UNITS DAILY FLOWS FACTOR #OF ERC'S CHARGE/ERC CHARGE
Apanrrents 238 GPO`" 0865 - 5 649 48, 5 -
9araandCcc:.tallLcurgus 10 GPCD"' 0036 • $ 54948 5
83wa19 Scraots tasudents and start; 94 GPCD 0 342 • $ 649 49 5 -
Country Clubs(per member) _ 28 GPCD 0102 _ • t S 849.48 $ _
Day Schools(students end star() 25 GPCD 0.091 •• $ Sal 481 s_
haspitals(withlaundry) _ - 278 GPD/BED 1A1i - f 648.48 5
Haa0Rels(without laundry) 100 GPD/BED 0.36 _ 5 64948 5 •
-
Hotesand Motels _ TO GPD/RM 0.266 - i 019 48 $
Laundromats 500 GPO/WASHER i 1.818 - 5 04948-5 '_
Movie Thames,Auditoriums.Churches(per seat) 1 GPD 0.004 • 5 64945 5 -
Restrooms Ina,wstar-closet) 275 GPD 1000 • ;E 649.481 5
Storaae(perluadin)bav) 111 GPO 0.404 - 84940.E S
Student Acavity Center 10 GPDC 0,035 - 5 64948 5
Grounds Mad-seamier, 17 GPCD 0082 - $ 649.48 5 •
Math,Science,and Tec 1olony Shading(per person) - .. 10 GPCD 0.02C - '5 84948 5. •
Ubrary leer person) 10 GPCD 0036 ! 5 649.48 9
NutswrOHomes 250 GPD/BED 0.909 - 5 84948 5 •
Factory ... ... _ - 17 GPDC 0.062 - . $ 849.48 5 •
Otte Buildings 16 GFO/100SF 0065 $ 64948 S
Resaurarts(par seat) 45 GPCD 0.164 _ - $ 64948 S •
Restaurants(fast food)(per seat) GPCD 0 109 - $ 649.48 5
Food Oultey'Concosc:on Stand 11 GPCD 0040 - 15 54948 S •
Ratan(without kitchen waste) 18 GPD/100 SF 0 Ot35 - $ 646.4e- S
Seale Family Residential 178 180 GPD 1.000 178.00 S 649.48 4 114,30849
Jniversnia Central Plant per chiller - 45,000 GPD 103.838 - S 649,49 5
Stadiums,Ball Parks.etc.(0er4ee6 5 GPD 0018 - 1 5 649 48 S -
Townhouse Residences` 1
1,500 SF and lee; 238 GPD 0.886 I 5 849.48 5 -
1 50t SF or m! 275 GPD 1.000 • 3 849.48 S
University ._ _ _
Undergraduate 40 GPCD 0.145 • 5 649.48 5 -
Graduate-Single 80 GPCD 0218 - 3 84948. S -
Graduate-Mnn.ed 95 GPCD _ 0345 5 849.48 S •
Faa,itvi 19 GPCD 0047 '$ 84948 5
I
Water System Capacity Total: $ 114,308.48
Total a of ERC'S' 176.00
WASTEWATER
#OF , ERC SYSTEM CAPACITY
UNIT TYPE UNITS DAILY FLOWS FACTOR #OF ERC'S CHARGE/ERG I CHARGE
Apartment; 214 GPD"' 0855 -15 562.821 5 -
Ears and Cce4wa Laurnes 9 GPCIY y 0 036 -I$ 582 82 I. S •
Berard:ng Schools(students and staff) i 85 GPCD 0.340 -i 5 562 821 S •
Gota1r C (per member) 1 _ 26 GPCD h 0 100 S 562.82 S
Day Schools(students and stall 22 GPCD 0088 - $ soma S _
Hospitals(with laundry) 250 GPD/BED 1 000 _ 5 582.62 5 •
Hospitals(without laundry) 90 GPD/BEO 0 380 - - S 582.82 S -
Hotels and Motels 63 GPDIRM 0.252 4 -- $ 562.02 S
Laundromats _ 450 GPO/WASHER 1.860 - 5 582.62 5 •
Move Theaws,Audaorrums,Ctw•rdtes(par, seat; _ IS GPO 0.072 - 5 582.82 $
Restrooms(oar water-close) 250 GPO , 1000 _ • S 56262 S -
SloraOo 1per loading bay) i 100 GPD 0.400 • 5 562 82 5 -
Student Acdvay Center , 9 GPCD _ 0.036 - $ 562 82, 5 -.
Grounds Maintenance 15 GPCD 0.060 •i$ 66282 5 _-..-.,. -
Malh.Science,and Technolr y Bulldog(per person) 9 GPCD 1 0.036 • $ 662,62 5
Scary(per porson( 9 GPCD 0.038 •t$ 582.02 S •
Nursing Homes 225 GPD/BED 0.900 - S 582.82 S
Factory _ 15 GPDC 0.080 . S 562 82 S •
Office Buildings ' 16 GPO/100 SF 0064 - $ 58282 5i.
_
Re•:auranrs(per soot) 45 GPCD 0 190 5 582.82 5
Restaurants(fast food)(per seat) _ t- 30 GPCD 0.120 • 5 50252 5
Food OuttutCdncession Stand 10 GPCD 0,040 - 5 582 82 S
Retail(without kitchen waste) T- 18 GPD/100 SF 0 084 - 5 502 82 S -
Smole Family Residential 178 165 GPD 1 000 176.00 i$ 582 82 ii,.S 95,088.32
UNvaraeys central P:am par[niter _ 7,850 GPD 30.800 -;5 582.82 t $
Stadiums,Ball Parka.etc(per seat) 5 GPD ' 0.020 •1 S 562.82 5
Townhouse Rasidcnce s"
1,S00 SF and lass _ 214 GPO 0858 E - 5 66282 $
1,501 8F or r _ 250 GPD 1.000 - S 562.82 5 -
Univet2ity
Undergraduate 36 GPCD ` 0144 - 5 582 82 5 _
Graduate-Single 54 GPCD '�....._.-0216 - $ 562.82 S -
Graduate-Married 88 GPCD 0.344 • S 502.82 5 -
- -� Faculty 12 GPCD 0.0413 ,1 5 562.82 $
_. ._._ __ _ - "`- Wastewater System Capacity Total:, $ 98,056.32
Total a of ERC'S:I 176.00
(1)GPO-Gallons per day
(2)GPCD-Gallons par capita day
(3)Condominiums shall be rated in accordance with the type(apartments,townhouses,etc.)
Total System Capacity Charge: $ 213,364.80
125
Ave Maria
Utility Company
June 29, 2022
Collier County Development Services Center
Attn: Kenneth Kovensky
2800 North Horseshoe Drive
Naples, FL 34104
Re: Developer Agreements—013-21 Silverwood Ph 3
Ave Maria Utility Company, LLLP
Dear Mr. Kovensky:
Please find the enclosed copy of the Developer Agreement—Silverwood Phase 3 executed between Ave Maria
Utility Company, LLLP and CC Ave Maria, LLC. This agreement is subject to the general terms of the Master
Developer Agreement—Maple Ridge Reserve @ Ave Maria executed on October 17, 2014.
The current amount of capacity reserved at the water and wastewater plants (including this project) are 2.03
MGD and 1.77 MGD, respectively. The water and wastewater plants have a total permitted maximum day
operation capacity of 0.999 MGD and 0.9 MGD, respectively and the current Max Daily Flow is .750 MGD and
.625 MGD, respectively.
If you have any questions concerning the attached Developer Agreement, please contact AMUC at 239-348-
0248.
Thank You,
7—a411.7 c.5'kxze
Tammy Smith
Customer Service Manager
File—AMUC Project#005-19—Silverwood Ph2
5076 ANNUNCIATION CIRCLE,SUITE#102 AVE MARIA,FL 34142 TEL 239.348.0248 FAX 239.348.3740
126
This Instrument prepared by and
and should be returned to:
Sundstrom&Mindlin,LLP
2548 Blairstone Pines Drive
Tallahassee,Florida 32301
(850)877-6555
DEVELOPER PHASE AGREEMENT
SILVERWOOD MAPLE RIDGE RESERVE
PHASE 3&4
THIS AGREEMENT, made as of this 2) day of . , 2022 between CC AVE
MARIA ESTATES, LLC ("Developer"), and AVE MARIA UTILITY COMPANY, LLLP, a
Florida limited liability limited partnership("Utility").
RECITALS
WHEREAS, on October 17, 2014 Developer and Utility entered into a Master Developer
Agreement ("Master Agreement") which sets forth the general terms and conditions for the
provision of potable water and central wastewater service within the Ave Maria development;and,
WHEREAS, the Master Agreement contemplates the parties will enter into a series of
Developer Agreements that will apply to particular Phases of Developer's Project; and,
WHEREAS, Developer is now ready to develop the property set forth in Exhibit"A"and
incorporated herein by reference ("Silverwood @ Maple Ridge Reserve Phase 3&4") and Utility
is prepared to provide potable water and central wastewater service to Silverwood @ Maple Ridge
Reserve Phase 3&4 as more specifically set forth herein.
NOW, THEREFORE, in consideration of the premises and mutual covenants contained
herein,the Utility and Developer agree as follows:
1. The above referenced recitals are true and correct and, along with the Master
Agreement, are incorporated herein by reference.
2. Pursuant to Section 3(j)of the Master Agreement Developer agrees to pay to Utility
System Capacity Charges (Exhibit "B") of $188,349.20 for water service and $163,217.80 for
wastewater service. In consideration thereof, Utility agrees to reserve 290 ERC's of water system
capacity and 290 ERC's of wastewater system capacity for Silverwood @ Maple Ridge Reserve
Phase 3&4,and to provide water and sewer services in accordance with the terms of this Agreement,
the Master Agreement,and the Utility's approved Tariffs.
3. Prior to approval of Plans and Specifications, Developer shall pay Utility a Plan
Review and Construction Observation Fee in the amount of 0.75 percent (plan review) plus 2.25
1
127
percent (construction observation) of the Estimate of the Probable Construction Cost as required
by the Utility's Technical Standards and Specifications. The Plan Review and Construction
Observation Fee shall cover costs incurred by the Utility with regard to the construction and
contribution of On-Site Facilities and Off-Site Facilities and any other costs incurred in the
execution and performance of this Agreement. The parties agree that this Paragraph replaces and
supersedes the provisions set forth in Section 3(h) of the Master Agreement and any other
provisions therein related to this subject.
4. In the event Developer, or other occupants of the Silverwood @ Maple Ridge
Reserve Phase 3&4 property utilize capacity in excess of the reservation made under this Agreement,
Developer shall be required to pay additional System Capacity Charges for such capacity. The rate
to be paid shall be the System Capacity Charge then in effect,according to the Utility's then approved
tariff. In the event Developer wishes to construct units in addition to those for which capacity is
reserved hereunder,an amendment to this Agreement shall be required. In no event shall Utility be
obligated to provide water or wastewater service to the Silverwood @ Maple Ridge Reserve Phase
3&4 at Property in excess of the amounts set forth herein. If all or part of the Silverwood @ Maple
Ridge Reserve Phase 3&4 Property requires additional water and/or wastewater service, revised
plans and specifications shall be prepared by Developer, to be approved by Utility, and a new
agreement, or Amendment to the Silverwood @ Maple Ridge Reserve Phase 3&4 Agreement,
which directly relates to the respective additional terms and/or additional facilities, shall be
executed prior to granting additional capacity or the installation of the additional facilities.
IN WITNESS WHEREOF, Developer and Utility have executed and delivered this
Agreement as of the day and year first above written.
2
128
CC AVE MARIA ESTATES,LLC
`- I.
By:Brian Goeuen i
Its: Vice President
AVE MARIA UTILITY COMPANY, LLLP
A Florida Limited Liability Limited Partnership
By Its General Partners:
Barron Collier Corporation,
A Florida Corporation
General Partner
(Corporate Seal)
By: IM
Bradley A. Boaz,t ice President)
Nua Baile,LLC
A Florida Limited Liability Company
General Partner
By: ,
Paul R.Roney,President
Reviewed By: (_ �,.-'
Jason ogel, Sr.Project Manager
3
129
STATE OF 4- i,
COUNTY OF t ' I►t s'(-
The foregoing instrument was acknowledged before me by means of Q physical presence or ❑ online
notarization this day of '•t,vie, 1J{'` ,2022,by t'„ , , . .Such person(s)
Notary Public must check applica�blee x:
"Wire personally known to me.
❑ produced his/her current driver license.
produced �' as i tttificati n.
(N i l) KIM 0.DAVIDSON II -N./ v-N,.� l) L,,)/,i.r(C"dD ? -r.
Notary Public-State of Florida ` Notary Public
W`: Commission A HH 2O1826
r. My Comm.Expires Feb 19,2026 Printed Name of Notary: r\t t:ti-. �� N.)‘t�• 2,C''•-,
Bonded through National Notary Assn, I Commission Number:j IS'2 G:
My Commission Expires: _--( 'l- Zip
STATE OF t,•i tc r
COUNTY OF rT 1 I i r-
The foregoing instrument was acknowledged before me by means of'F3 physical presence or 0 online
notarization this day of l.,t.e ;' .2022,by t ;,ck..N.r`t.e i e .Such person(s)
Notary Public must check applicable box:
CA arc personally known to mc.
O produced his/her current driver license.
O produced— as identification.
t _ '°.'• KIM D.DAMSON
•.• Notary public•State of Florida $ Notary Public _
1 e: Commission N NH 201126 Printed Name of Notary: - , ,-1-. t 5. t '
-'ECF nd`Bonded through National NOW/Assn.MY Comm.Expires Feb f9 2026 t ry vit"'�•
Commission Number: }(tl ,�i.i $�C..
My Commission Expires: .I'9-ZO 2.C.,
STATE OF f j/C/il( H N
COUNTY OF74�ISN T�kJ A�
The foregoing instrument was acJ o}vledged before me by means of El physical presence or 0 online
notarization this day of '/ u //,/f/E.2022. by i, �,CG� Such person(s)
Notary Public must check applicabje box: �l
are personally known to me.
❑ produced his/her current driver license.
O produced _ as identification. ; '
(Notary Seal) `;>a , - t z /, ,{L , t 4 t Z t-
Nofaiy Public j ,�.
Printed Name of Notary: i-L/C/C 4 . /. /�l e
Commission Number:
My Commission Expires: - "/1'
ark A.RAMSDEIL
4 NOTARY puouc.STATE Of Mt
CCIr+TY OF W SHTENAW
MY re0µMiScot gi(p1"•INs 11,2027
}GSINGINCOUNTYOF 1L.t `.} l 3f !)t
130
Stantec
5801 Pelican Bay Boulevard,Suite 300, Naples, FL 34108
EXHIBIT"A"
Legal Description
All of Tract L-4 and L-5, and Part of Tract A, all of Silverwood at Ave Maria (Phase 1),
a subdivision according to the Plat thereof as recorded in Plat Book 63, Pages 95
through 102, Public Records of Collier County, Florida; and all of Tract S and Part of
Tract P, both of Silverwood at Ave Maria (Phase 2), a subdivision according to the Plat
thereof as recorded in Plat Book 67, Pages 88 through 93, Public Records of Collier
County, Florida being more particularly described as follows:
BEGINNING at the Northeast corner of Tract A, of said Silverwood at Ave Maria
(Phase 1);
Thence along the East line of said Tract A, in the following five (5) described courses:
1. South 29°10'54" West 80.08 feet;
2. North 58°06'37" West 5.00 feet;
3. South 32°13'22" West 50.00 feet;
4. 40.42 feet along the arc of a non-tangential circular curve concave Northeast
having a radius of 480.00 feet through a central angle of 04°49'29" and being
subtended by a chord which bears North 55°21'53" West 40.41 feet;
5. South 37°02'51" West 54.00 feet;
6. 10.53 feet along the arc of a non-tangential circular curve concave Northeast
having a radius of 534.00 feet through a central angle of 01°07'49" and being
subtended by a chord which bears South 53°31'03" East 10.53 feet to a point of
reverse curvature;
7. 36.94 feet along the arc of a circular curve concave West having a radius of
25.00 feet through a central angle of 84°39'45" and being subtended by a chord
which bears South 11°45'05" East 33.67 feet;
8. South 30°34'47" West 94.29 feet;
9. 55.21 feet along the arc of a circular curve concave Southeast having a radius
of 1,227.00 feet through a central angle of 02°34'40" and being subtended by a
chord which bears South 29°17'27" West 55.20 feet to a point of reverse
curvature;
10. 42.19 feet along the arc of a circular curve concave North having a radius of
25.00 feet through a central angle of 96°40'52" and being subtended by a chord
which bears South 76°20'33" West 37.36 feet to a point of compound curve;
11. 9.57 feet along the arc of a circular curve concave Northeast having a radius of
734.00 feet through a central angle of 00°44'49" and being subtended by a
chord which bears North 54°56'36" West 9.57 feet;
12. South 35°25'48" West 54.00 feet;
13. 26.37 feet along the arc of a non-tangential circular curve concave Northeast
having a radius of 788.00 feet through a central angle of 01°55'03" and being
subtended by a chord which bears South 55°31'43" East 26.37 feet to a point of
reverse curvature;
14. 34.77 feet along the arc of a circular curve concave West having a radius of
25.00 feet through a central angle of 79°40'33" and being subtended by a chord
which bears South 16°38'58" East 32.03 feet to a point of reverse curvature;
131
Stantec
15. 80.34 feet along the arc of a circular curve concave East having a radius of
1,227.00 feet through a central angle of 03°45'05" and being subtended by a
chord which bears South 21°18'46" West 80.32 feet to to the Northeast corner
of Tract Q, of aforementioned Silverwood at Ave Maria (Phase 2);
Thence along the boundary of said Silverwood at Ave Maria (Phase 2) in the followng
three (3) described courses:
1. 468.80 feet along the arc of a non-tangential circular curve concave Northeast
having a radius of 888.00 feet through a central angle of 30°14'54" and being
subtended by a chord which bears North 44°02'47" West 463.38 feet;
2. South 60°02'43" West 50.00 feet;
3. North 29°57'17" West 5.00 feet;
Thence leaving said boundary, South 61°19'41" West 103.91 feet to a point on the
West right-of-way line of Cerva Lane (Tract R3) of said Silverwood at Ave Maria
(Phase 2);
Thence along said right-of-way, in the following four (4) described courses:
1. 3.44 feet along the arc of a non-tangential circular curve concave Northeast
having a radius of 1,042.00 feet through a central angle of 00°11'22" and being
subtended by a chord which bears South 28°46'00" East 3.44 feet to a point of
reverse curvature;
2. 38.05 feet along the arc of a circular curve concave West having a radius of
25.00 feet through a central angle of 87°12'24" and being subtended by a chord
which bears South 14°44'31"West 34.48 feet;
3. South 58°20'43" West 65.85 feet;
4. 521.66 feet along the arc of a circular curve concave Northwest having a radius
of 1,973.00 feet through a central angle of 15°08'56" and being subtended by a
chord which bears South 65°55'11" West 520.14 feet;
Thence leaving said right-of-way, South 73°29'39" West 84.30 feet to a point on the
boundary of said Silverwood at Ave Maria (Phase 2);
Thence along said boundary, North 16°30'21" West 100.00 feet;
Thence leaving said boundary, South 73°29'39" West 128.19 feet to a point on the
West right-of-way line of Argento Drive (Tract R3) of said Silverwood at Ave Maria
(Phase 2);
Thence along the right-of-way of said Tract R3 (Argento Drive and Agostino Way) in
the following six (6) described courses:
1. South 16°30'21" East 143.06 feet;
2. 341.38 feet along the arc of a circular curve concave West having a radius of
973.00 feet through a central angle of 20°06'09" and being subtended by a
chord which bears South 06°27'17" East 339.63 feet to a point of compound
curve;
3. 43.78 feet along the arc of a circular curve concave Northwest having a radius
of 25.00 feet through a central angle of 100°19'32" and being subtended by a
chord which bears South 53°45'34" West 38.39 feet to a point of compound
curve;
4. 192.44 feet along the arc of a circular curve concave Northeast having a radius
of 471.00 feet through a central angle of 23°24'34" and being subtended by a
chord which bears North 64°22'22" West 191.10 feet to a point of reverse
curvature;
5. 226.24 feet along the arc of a circular curve concave Southwest having a
radius of 529.00 feet through a central angle of 24°30'13" and being subtended
by a chord which bears North 64°55'12" West 224.52 feet;
2 132
Stantec
6. South 12°49'42" West 54.00 feet to the Northwest corner of Lot 245 of said
Silverwood at Ave Maria (Phase 2);
Thence along the boundary of said Silverwood at Ave Maria (Phase 2), South
10°47'19" West 104.92 feet;
Thence continue along said boundary, South 45°05'22" West 30.00 feet to a point on
the southerline line of aforementioned Tract A of Silverwood at Ave Maria (Phase 1);
Thence along the boundary of said Tract A, in the following thirty (30) described
courses:
1. North 79°12'42" West 648.91 feet;
2. North 60°23'31" West 298.25 feet;
3. North 15°23'31" West 24.04 feet;
4. North 60°23'31" West 359.22 feet;
5. South 74°36'29" West 24.04 feet;
6. North 60°23'31" West 74.11 feet;
7. North 07°46'40" West 329.68 feet;
8. North 02°36'09" West 45.49 feet;
9. North 19°58'59" West 24.18 feet;
10. North 37°12'23" East 76.06 feet;
11. South 69°05'44" East 252.11 feet;
12. South 68°38'51" East 5.72 feet;
13. North 83°56'24" East 1,143.04 feet;
14. South 81°12'39" East 7.88 feet;
15. North 18°54'55" East 37.00 feet;
16. North 21°03'59" East 17.90 feet;
17. South 00°00'00" East 10.80 feet;
18. 28.12 feet along the arc of a non-tangential circular curve concave Southeast
having a radius of 567.00 feet through a central angle of 02°50'31" and being
subtended by a chord which bears North 33°03'28" East 28.12 feet;
19. North 55°09'52" East 17.46 feet;
20. North 12°37'07" West 7.85 feet;
21. 537.69 feet along the arc of a non-tangential circular curve concave Southeast
having a radius of 567.00 feet through a central angle of 54°20'03" and being
subtended by a chord which bears North 63°50'15" East 517.77 feet;
22. South 64°50'15" East 7.04 feet;
23. North 24°11'54" East 3.08 feet;
24. 160.15 feet along the arc of a non-tangential circular curve concave South
having a radius of 567.00 feet through a central angle of 16°11'01" and being
subtended by a chord which bears South 80°07'56" East 159.62 feet to a point
of reverse curvature;
25. 112.80 feet along the arc of a circular curve concave North having a radius of
183.00 feet through a central angle of 35°19'02" and being subtended by a
chord which bears South 89°41'56" East 111.02 feet;
26. North 72°38'33" East 430.19 feet;
27. 186.10 feet along the arc of a circular curve concave South having a radius of
717.00 feet through a central angle of 14°52'16" and being subtended by a
chord which bears North 80°04'41" East 185.58 feet;
28. North 87°30'49" East 252.95 feet;
29. South 02°29'11" East 207.48 feet;
30. 338.50 feet along the arc of a circular curve concave Northeast having a radius
of 350.00 feet through a central angle of 55°24'50" and being subtended by a
3 133
Stantec
chord which bears South 30°11'36" East 325.46 feet to the POINT OF
BEGINNING.
Containing 55.21 acres, more or less.
Subject to easements and restrictions of record.
Bearings are based on the East line of Section 6 being North 00°59'59" West.
Certificate of authorization #LB-7866
Stantec Consulting Services, Inc.
Registered Engineers and Land Surveyors
By: September 15, 2021
Lance T Miller, Professional Surveyor and Mapper#LS5627
Not valid unless embossed with the Professional's seal.
Ref. drawing number
4
134
EXHIBIT"B"
Silverwood Ph 3&4 Summary
WATER
#OF ERC SYSTEM CAPACITY
UNIT TYPE UNITS DAILY FLOWS FACTOR #OF ERC'S CHARGE/ERC j CHARGE
Apartments 238 GPD''' 0.865 - $ 649.48 $ _
P
Bars and Cocktail Lounges - 10 GPCO`° 0.036 $ 649.48 $ -
Boarding Schools(students and staff) I 94 GPCD 0 342 - $ 649.48 $
(per member) - - -$--- ----Country Clubs
i 28 GPCD 0.102 $ 649.48
Day Schools(students and staff) 8 -
...._.. 25 GPCD 0.091 - $ fi49.48 $ _
...... -Hospitals(with laundry) 278 GPD/BED 1-011 - S 648.48 $ _
Hospitals(without laundry) 100 GPC/BED 0.364 - $ 649.48 $ -
_ $ 64.9.48 $
Hotels and Motels 70 GPD/RM 0.255 -
Laundromats 500 GPDNVASHER 1818 i -"- ---'---"
.._,...... - $ 64948 $
Movie Theatres,Auditoriums,Churches(per seat) 20 GPD 0.073 - ,$ 649.48 $ -
Restrooms(per water•doset) 275 GPO 1000 - i$ 849.48 $ -
Storage(per loading bay) _....s 111 GPD ,.. 0 404
..___.� - I$ 649.48 $ _
Student Activity Center 10 GPDC 0 036_ - '$ 849.48 $ -
Grounds Maintenance 17 GPCD 0.062 - I$ 649.48 $
•
Math,Science,and Technology Building(per person) 10 GPCD 0.036 - $ 649.48 $
Library(per person) _ .,.mm. 10 GPCD 0.036 _..$ .. 649.48 $
Nursing Homes 250 GPD/BED 0.909 _ $ 649.48 $
Facto
ry 17 GPDC _ 0.062 - $ 649.48 $
Office Buildings 18 GPD/100 SF 0.065 $ 649.48 $ _
Restaurants(per seat) _ I _ _ 45 GPCD 0,184 - $ 649.4t3', S -
Restaurants(fast food)(per seat) _ 30 GPCD 0.109 - $ 649 48 $ -
Food Ou6et/Concession Stand 1�
_... GPCD 0-040 64948 $
Retail(without kitchen waste) 18 GPD/100 SF 0.065 - !$ 649 48 $
9 Family 290 180 GPD 1.000
SingleResidential 290.00 $ 64948; $ 188,349.20
University's Central Plant per chiller 45,000 GPO 163 636 - $ 649 48 I $ -
Stadiums,Ball Parks,etc.(per seat) 5 GPD 0.018 - :;$ 649 48 $
Townhouse Residences"'
1,500 SF and less:' 238 GPD 0.865 - $ 849.48 $ _ •
•
1,501 SF or larger' 275 GPD 1 000 - $ 649.48 $ -
University --'
Undergraduate 40 GPCD 0145 - $ 649.48 $ -
Graduate-Single 60 GPCD 0.218 - I$ 649.48, $ -
-Graduate-Married 95 GPCD 0 345 - `$ 649.48 $ -
Faculty 13 GPCD 0047 - i$ 849.48 $ -
Water System Capacity Total: $ 188,349.20
Total#of ERC'S: 290.00
WASTEWATER
#OF ERC SYSTEM CAPACITY
UNIT TYPE UNITS DAILY FLOWS FACTOR #OF ERC'S CHARGE/ERC CHARGE
Apartments 214 GPD('' 0.856 r _ -'$ 562 82 $
Bars and Cocktail Lounges 9 GPCD'' 0 038
-I$ 582.82 $ -
Boarding Schools(students and staff) 85 GPCD 0.340 • $ 562.82 $ -
_.. ---- _
Country Clubs(per member) 25 GPCD 0.100 $ 562.82 $ -
Day Schools(students and staff) 22 GPCD 0.088 - $ 562.82 $
Hospitals(with laundry) 250 GPD/BED 1 000 - $ 582.82 $ -
Hospitals(without laundry) 90 GPD/BED 0 360 - $ 562.82 $
Hotels and Motels mm 63 GPD/RM 0.252 - $ 562.82 $ -
Laundromats 450 GPDN8ASHER 1.800 - $ 562.82 $ -
Movie Theatres,Auditoriums,Churches(per seat) 18 GPD 1 0 072 -1$ 562.82 $
Restrooms(per water-closet) 250 GPD 1 000 -'.$ 562.82 $ -
Storage(per loading bay) 100 GPD 0.400 - $ 562.82 $ -
Student Activity Center 9 GPCD 0.036
.E 562.82 $ -
Grounds Maintenance 15 GPCD 0.060 -'I $ 562.82 $ _
Math,Science,and Technology Building(per person) 9 GPCD 0.036 - $ -
562.82 $
......- _.__...__,_..-.
Library(per person) 9 GPCD .1 0.036 - $ 582.82 $ -
225 GPD/BED 0.900
Nursing Homes $ 582.82� $ -
Factory 15 GPDC _._ 0060 - $ 562.82 $ -
Office Buildings 16 GPO/100 SF 0 064 - $ 562-82 $
Restaurants_ (per seat) 45 GPCD 0 180 - $ 562.82 $ -"
Restaurants(fast food)(per seat) 30 GPCD 0.120 - $ 562.82 $ -
Food Outlet/Concession Stand 10 GPCD • 0 040 L -1$ 562.82 $ -
Retail(wi pout kitchen waste) 16 GPD/100 SF 0 064 1 - $ 56282 $ -
ingle Family Residential 290 165 GPO 1.000 i 290 00 $ 562.82 $ 163,217.80
University's Central Plant per chiller 7,650 GPD 30 600 - $ 562.82 $ _
.._......
Stadiums.Ball Parks,eta(per seat) 5 GPD 0.020 5
I $ 562.82 $ _
Townhouse Residences bet
1,500 SF and less I 214 GPD 0.856 $ 562.82 $
:._.
1,501 SF or larger 250 GPD 1.000 $ 562.82 $ -
University -'
Undergraduate 36 GPCD 0.144 - $ 582.82 $ -
Graduate-Single 54 GPCD 0.216 - $ 562.82 $ -
Graduate•Married. 86 GPCD 0.344 - $ 562.82 $
Facul ; .. 12 GPCD 0.048 -T$ 562.82 $
Wastewater System Capacity Total: $ 163,217.80
(1)GPD-Gallons per day Total#of ERC'S: 290.00
(2)GPCD-Gallons per capita day
(3)Condominiums shall be rated in accordance with the type(apartments,townhouses.etc)
Total System Capacity Charge: $ 351,567.00
135
EXHIBIT"B"
Sllverwood Ph 3
WATER
' #OF i 1 ERC ( SYSTEM CAPACITY
UNIT TYPE UNITS j DAILY FLOWS FACTOR I#OF ERC'S CHARGE/ERC CHARGE
Apartn_1en!s 238 GPD'' 0865 I
and - $ 849.48 $
03 r _...
Bars Cocktail Lounges 10 GP '' 0 038 - $ _ 649.48 $
•
Boarding Schools(students and staff) 94 GPCD 0.342 - $ 649 48 $
Country Clubs(per member) 28 GPCD 0.102 - $ 649.48 $ -
Day Schools(students and staff) 25 GPCD 0.091 ---
-._.t_____.......649.48 $
Hospitals(with laundry) 278 GPD/BED 1.011 - E 648./8 $ --.. .'.-.
Hospitals(without laundry) 100 GPD/BED 0.384 _...__.....__.- $ 84948 $ _
Hotels and Motels 70 GPO/RM 0.255 - $ 648.48 $
Laundromats 500 GPD/WASHER 1.818 - 5 84948 $
Movie Theatres,Auditoriums,Churches(per seat) 20 GPD 0.073 - $ 849.48 $
Restrooms(per water-Noset) -_-, 275 GPD 1.000 - $ 649 48 $ -
Storage(per loading bay) 111 GPD 0 404 $ 644.9.48 $
Student Activity Center 10 GPDC 0.038 - $ 649.48: $ _
Grounds Maintenance - ----
17 GPCD 0 062 - S 849 48 S -
Mem,Science,and Technology Building(per person - 10 GPCD 0.036 - S 649 4 ,_
8 $
-_.- . _
Lib��er person) 10 GPCD 0.036 - $ 649.48 $
Nursing Homes 250 GPO/BED 0.909 - $ 649.48 $ -
Factory 17 GPDC 0.062 $ 6449.48 5
Office Buildings 18 GPD/100 SF 0.065 - 5 84948 $ _
Restaurants r at - ---
(P_e se 15 GPCD 0.164 - $ 849.46 S _
Restaurants(fast food)(per seat) ' ---
30 GPCD 0.109 - S 649 48 $ _
Food Ool!ekcoocesnjon Stand 11 GPCD 0040 - $ 649.48 $ _
Retail(without kitchen waste) 18 GPD/100 SF 0.065 - $ 649.48 S -
Single Family Residential 142 180 GPD 1.000 142.00 5 649.48 $ 92,226.18
University's Central Plant per chiller 45,000 GPO 163.836 - $ 649.48 S
Stadiums,Ball Parks,etc(per seal) 5 GPD 0.018 - $ 649.48 $
Townhouse Residences rer- - .
1,500 SF and less 238 GPD 0.665 - $ 849.48 5
........_�_ 1,501 SF or larger 275 GPD 1.000 - $ 849.48 $University
_... Undergraduate 40 GPCD 0.745 - 1$ 64948 $ -
__, Graduate•Single, 60 GPCD 0.218 - y$ 649.48. $ -
Graduate-Marned. 95 GPCD 0.345 - , $ 64948 1 $ •
Faculty 13 GPCD 0.047 ...,...__,2-S 649.48' $
Water System Capacity Total $ 92,226.16
Total lot FRCS: 142.00
WASTEWATER
', #OF ERC SYSTEM CAPACITY
UNIT TYPE UNITS DAILY FLOWS FACTOR #OF ERC'S CHARGE/ERC CHARGE
Apartments 214 GPDor 0.856 - $ 562.82 $
Bars and Cocktail Lounges 9 GPCDia 0.036 - $ 562.82 $ -
Boarding Schools(students and staff) 85 GPCD 0.340 - '.E 562.82 $ -
W 25 GPCD 0.100 $ 562.82 $
Country Clubs(per member)
Day Schools(students and staff) 22 GPCD 0.088
Hospitals(with laundry) 250 GPO/BED 1.000 -1$ 582.82 $ -
Hospitals(without laundry) 90 GPD/BED 0.360 -:$ 582.82 $_.. -
Hotels and Motels 83 GPD/RM 0.252 - $ 562.82 5 -
Laundromats 450 GPD/WASHER 1.800 -,$ 562.82 $ -
Movie Theatres.Auditoriums,Churches(per seat) 16 GPO 0.072 -I$ 562.82 $ -
Restrooms(per water-closet) 250 GPO 1.000 - $ 562.82 $ -
Storage(per loading bay)_.. __ 100 GPD 0.400 - $ 562.82 S
Student Activity Center _.. 9 GPCD 0.036 - S 562.82 5 -
Grounds Maintenance 15 GPM 0.060 -I$ 562.82 $ -
Math,Science,and Technology Building(per person) 9 GPCD 0.038 -.'$ 582.82 $ -
Library(per person) .._. - 9 GPCD 0.036 -i$ _ 582.82 S _
Nursing Homes -: 225 GPOBED 0.900 - $ 582.82 S -
Factory 15 GPDC 0.060 - $_ _562.82 $ -
Of6ce Buildings 16 GPD/100 BF 0.064 - 5 5622.82 S
Restaurants(per seat) ^_.. 45 GPCD 0.180 - $ 562.82 5 -
Restaurants(fast food)(per seat) 30 GPCD 0.120 - 5 562,82 $ -
Food Outlet/Concession Stand 10 GPCO 0.040 - $ 562.82 $ -
18 GPD/100 SF ' 0.064
Retail(without kitchen waste) - $ 562.82 $ -
Single Family Residential 142 165 GPD 1.000 142.00 $ 562.82 $ 79,920.44
University's Central Planter chiller 7,650 GPO 30.600 • 5 562.82 $ -
_.. ...- _Stadiums,Ball Parks,etc.(per seat) 5 GPO 0.020 - $ 562.82 $Townhouse Residences of
1,500 SF and less 214 GPO 0.856 - S 562.82 $ -
.....-._ 1,501 SF or larger' 250 GPD 1.030 $ 582.82 $ -
University
Undergraduate' _ 36 GPCD 0.144 $ 582.62 S
Graduate-Single! 54 GPCD 0.216 _ - $ 562.82 $ _
Graduate-Married y)� 86 GPCD 0.344 - $ 58282 $
Facuit . 12 GPCO 0048 - E 562.82 $ -
Wastewater System Capacity Total: $ 79,920.44
(1)GPD-Gallons per day Total a of ERC'S:, 142.00
(2)GPCD-Gallons per capita day
(3)Condominiums shall be rated in accordance with the type(apartments,townhouses,etc.)
Total System Capacity Charge: $ 172,146.60
136
EXHIBIT"B"
Silverwood Ph 4
WATER
*OF I I ERC SYSTEM CAPACITY
UNIT TYPE UNITS I DAILY FLOWS I FACTOR N OF ERC'S CHARGE/ERG CHARGE
Apartments 238 GPO" 0,865
._. $ 649.48 $ _
Bars and Cocktail Lounges 10 GPCDce 0.036 649.48 $
Boarding Schools(students and staf0 94 GPCD 0.342 $ 649.48 $
Country Clubs(per member) 28 GPCO 0.102 - $ 84948 $ _
Day Schools(students and staff) 25 GPCO 0.091 - $ 649,48 $
Hospitals(with laundry) 278 GPD/BED 1.011 - $ 849.48 $ __--
Hospitals(without laundry) _ 100 GPOIBED IMICEM - $ 64948 $ _
Hotels end Motels 70 GPDRM 0.255 - $ 849A8. $ •
Laundromats 500 GPD/WASHER 1.818 $ 649.48 $
Movie Theatres,Auditoriums.Churches(per seat) - 20 GPD 0073 _ - $ 649.48 $
Restrooms(per water-closet) 275 GPD 1.000 - 4$ 649.48 $
Storage(per'Gaffing bay) 111 GPD 0.404 - $ 649.48 $
Student Activity Center _ 10 GPDC 0.036 - $ 649.48 $
Grounds Maintenance 17 GPCD 0.062 - $ 649.48 $
Math,Silence.and Technology Building(per vers.on) 10 GPCD 0.038 - $ 649.48 $
Library(perperson) --- _ 10 GPCD 0.036 _
Nursing Homes I 250 GPDBED 0.909 - $ 849,48( $
Factory 17 GPDC 0.062 - $ _ 649,48 $
Office Buildings 18 GPO/100 SF 0.085 - $ 649.48 $
Restaurants(per seat) 45 GPCD 0.164 - S 649.48 $
Restaurants(fast food)(per seat) 30 GPCD 0.109 - S 849,48 $
Food Outlet/Concession Stand 11 GPCD 0.040 - $ 649.48 $
Retail(without kitchen waste) 18 GPD/100 SF 0.065 - $ 649,48 $
Single Family Residential 148 180 GPD 1.000 148.00 $ 649.48 S 96,123.04
University's Central ,enttc p(prr chiller 455 GPD 163636 649.48 $
Stadiums,Ball Parks,etc.(per seat) 5 GPD r 0.018 $ 649.48 $
Townhouse Residences(sl -
,.. 1500 SF and lase 238 GPD 0.865 - $ 649 48 S '
1,501 SF or larger 275 GPD 1.000 - $ 849,48 $ -
University ---
Undergraduate 40 GPCD 0.145 - $ 849.48 $ -
Graduate-Single 80 GPCD 0.218 - $ 849.48 $
Graduate-Marled 95 GPCD 0.345 - $ 849.48 $
Faculty 13 GPCD 0047 - $ 849.48 $
Water System Capacity Total: $ 96,123.04
Total#of ERGS: 148.00
WASTEWATER
aK OF ERC SYSTEM CAPACITY
UNIT TYPE UNITS DAILY FLOWS FACTOR S OF ERC'S I CHARGE/ERC CHARGE
Apartments 214 GPD'" ( 0.858 - $ 562.82 $ _
Bars and Cocktail Lounges 9 GPCD° 0.036 - $ 562.82 $
Boarding Schools(students and staff) - -
_... � 85 GPCD 0.340 - $ 562.82 $ -
Country Clubs(per member) 25 GPCD 0,100 ---
$ 562.82 $ -
Day Schools(students and stall) 2? GPCD 0.088 - S 582.82 $ _
....._..-.. ... _.. -_...
Hospitals(with laundry) 250 GPD/BED 1.000 - $ 562.82 $ _
Hospitals(without laundry) 90 GPD/BED 0.360 - $ 562.82 S -
Hotels and Motets 83 GPO/RM 0.252 - $ 562.82 $ -
Laundromats 450 GPDANASHER 1.800 - $ -562.82 $ -
Movie Theatres Auditoriums,Churches(per seat) 18 OPD 0.072 - $ 562.82 4_$ -
Restrooms(per watert4oset) 250 GPD 1.000 - $ 562.82I$ -
Storage(per loading bee) 100 GPD _ 0.400 - S 582.82 $
Student Activity Center 9 GPCD 0.036 - $ 562.82 $ -
Grounds Maintenance 15 GPCD 0.060 -
Mafh Science,and Technology Building(per person) 9 GPCD 0 036 - $ 582.62 $
Library(per person) 9 GPCD 0036 - $ 562.82 $ -
Nursing Homes _...... _..
.._.__. 225 GPD/BED 0.900 - $ 562.82 $
Factory 15 GPDC 0.080 --S 582.82 $ _
Office Buildings 16 GPO(1- - 00 SF 0064 _ - $ 562.82 $ ........--_
Rastauranta(per seat) 45 GPCD 0180 - $ 582.82 $ _
Restaurants(test food)(per sea0 30 GPCD 0.120 - $ 582.82 $ _
Food Outlet/Concession Stand 10 GPCD 0.040 - $ 562.82 $ -
Retail(Without kitchen waste) 16 GPD/100 SF 0.064 - $ 562.82 $ -
Single Family Residential 148 165 GPD 1.000 148.00 $ 562.82 S 83,297.36
University's Central Plant per chiller 7.650 GPD 30.600 - $ 562.82 $
Stadiums,Ball Parks,etc(per seat) 5 GPD 0.020 - $ 562.82 $
Townhouse Residences(SI - f ----__.. 1,500 SF and less__ I 214 GPO 0 856 - $ 582.82 $ _
1,501 SF or larger 250 GPD 1 000 - $ 562.82 $ -
University-,_. -� - -
Undergraduate 36 GPCD 0.144 - $ 562.82 $ -
Graduate-Single $4 GPCD 0.216 - $ 562.82 $
Graduate'Married 86 GPCD 0.344 - $ 582.82 $ -
Faculty 12 GPCD 0.048 - $ 562.82 $ -
Wastewater System Capacity Total: $ 83,297.36
(1)GPD-Gallons per day Total*of ERC'S: 148.00
(2)GPCD-Gallons per capita day
(3)Condominiums shall be rated in accordance with the type(apartments.townhouses.etc.)
Total System Capacity Charge. S 179,420.40
137