HomeMy WebLinkAboutDA MU22.23-19 - Bella Lago Phase 1 - 167 Lots Return to:
Clay County Utility Authority
3176 Old Jennings Road MU22/23-19
Middleburg,Florida 32068-3907
BELLA LAGO SUBDIVISION,PHASE 1
CONSISTING OF 167 LOTS
Parcel No.: 23-05-25-010101-018-00 LOTS 1-18,45-64,83-92,120-238
Clay County (Mid-Clay System)
Name of Project
DEVELOPER AGREEMENT
THIS AGREEMENT GRANTS TO THE"UTILITY"(AS HEREINAFTER DEFINED)AN ENFORCEABLE LIEN
ATTACHING TO THE LANDS DESCRIBED IN EXHIBIT"A"HEREIN(THE"PROPERTY")FOR CERTAIN
DEFERRED CAPACITY AND CONNECTION CHARGES TO BE PAID UPON APPLICATION FOR SERVICE.
THIS DEVELOPER AGREEMENT("Agreement"),made and entered into this /5lay of itiMe ,
2023,by and between MERITAGE HOMES OF FLORIDA,INC.,a Florida corporation,hereinafter refekred to
as "Developer", and CLAY COUNTY UTILITY AUTHORITY, an independent special district established
- under Chapter 94-491,Laws of Florida, Special Acts of 1994,hereinafter referred to as "Utility".
-a WHEREAS,Developer owns or controls lands located in Clay County,Florida,and described in Exhibit
a "A", attached hereto and incorporated herein by reference (hereinafter "Property");
a
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2, WHEREAS, Developer desires that the Utility provide central potable water, pumping, treatment and
L distribution service; central wastewater collection, treatment and disposal service; and central reclaimed water
a service for the Property;
ce
WHEREAS,the Utility is willing to provide, in accordance with the provisions of this Agreement central
potable water,wastewater,and reclaimed water service to the Property and thereafter operate applicable facilities so
that the occupants of the improvements on the Property will receive adequate potable water, wastewater, and
reclaimed water service from the Utility; and
WHEREAS, the parties wish to enter into this Agreement setting forth their mutual understandings and
undertakings regarding the furnishing of potable water,wastewater,and/or reclaimed water service by the Utility to
the Property.
NOW, THEREFORE, for and in consideration of the premises, the mutual undertakings and agreements
herein contained and assumed, Developer and Utility hereby covenant and agree as follows:
1. The foregoing statements are true and correct.
2. The following definitions and references are given for the purpose of interpreting the terms as used in
this Agreement and apply unless the context indicates a different meaning:
(a) "Consumer Installation" - All facilities ordinarily on the consumer's side of the point of
- delivery.
(b) "Contribution-in-Aid-of-Construction (CIAC)" - The sum of money and/or the value of
property represented by the cost of the wastewater collection system, potable water distribution system, and
reclaimed water distribution system constructed or to be constructed which Developer or owner transfers,or agrees
to transfer,to Utility, if so designated by the Utility, at no cost to Utility to provide utili_ service to the Property.
NAY. 2 5 2023
By
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(c) "Equivalent Residential Connection(ERC)" -A factor expressed in gallons per day(GPD)
which is used to convert a given average daily flow(ADF)to the equivalent number of residential connections. For
this purpose the average daily flow of one potable water ERC is(450)GPD,one wastewater ERC is(311)GPD,and
one reclaimed water ERC is (275) GPD.
(d) "Point of Delivery" - The point where the pipes or meter of Utility are connected with the
pipes of the consumer. Point of delivery for potable water service and reclaimed water service shall be at the
consumer's side of the meter and for wastewater service at the lot or property line. Utility shall, according to the
terms and conditions hereof,own all pipes and appurtenances to the point of delivery unless otherwise agreed. The
pipes and appurtenances inside the point of delivery shall belong to others.
(e) "Service" - The readiness and ability on the part of Utility to furnish and maintain potable
water, reclaimed water, and wastewater service to the point of delivery for each lot or tract pursuant to rules and
regulations of applicable regulatory agencies.
3. Assurance of Title-Developer represents and warrants that Developer is the owner of the Property
and has the legal right to grant the exclusive rights of service contained in this Agreement. Upon request,Developer
agrees to deliver to Utility evidence of such ownership including any outstanding mortgages, taxes, liens and
covenants.
4. Connection Charges-In addition to the contribution of any wastewater collection systems,potable
water distribution systems,and reclaimed water systems where applicable,and further to induce Utility to provide
potable water,reclaimed water,and wastewater service,Developer hereby agrees to pay to Utility the following fees
and charges, as defined in the Rate Resolution (including Service Availability Policy), upon execution of this
Agreement in order to reserve capacity in the System:
(a) Water Capacity Charge:
($360.00 x 167 ERCs) $ 60,120.00 *
Alternative Water Supply Surcharge:
($376.71 x 167 ERCs) $ 62,910.57 *
SJWMD Black Creek Water Resource Charge: -
($108.77 x 167 ERCs) $ 18,164.59 *
Wastewater Capacity Charge:
($3,200.00 x 167 ERCs) $ 534,400.00 *
Reclaimed Water Capacity Charge:
($300.00 x 167 ERCs) $ 50,100.00 *
Total Capacity Charges to be Deferred $ 725,695.16
(b) Debt Service Charge:
($149.00 x 167 ERCs) $ 24,883.00
(c) Main Extension Charge—Water $ 23,881.00 **
Main Extension Charge—Wastewater $ 50,686.17 **
Main Extension Charge—Reclaimed Water $ 22,595.10 **
(d) Meter Installation Charge $ N/A ***
Effluent Reclaimed Meter Installation $ N/A ***
(e) Plan Review Fee $ N/A ****
(f) Inspection Fee $ N/A ****
(g) Recording Fee $ 244.25
Subtotal $ 847,984.68
Less Total Capacity Charges to be Deferred $ 725,695.16
Total due at execution of Developer Agreement $ 122,289.52
* - Includes 167 ERCs,based on 167 single family lots,which are deferred and to be paid at time of application
for service via meter install, in accordance with Utility's Rate Resolution.
** - See Paragraph 42 for the explanation of charges.
*** - The potable water meters and reclaimed water meters will be paid by each builder or customer upon
application for building water for each lot. This Agreement does not include a provision for any other
separate landscape irrigation meters for the Property,park areas or amenity centers.
**** - The plan review and inspection fees were paid for in a previous agreement MU21/22-8,dated September 22,
2022
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Method of Payment/Security Interest - Utility agrees to defer payment and collection of certain capacity
charges as set forth above on an individual per lot basis,until such time as water service is applied for as to such lot
within the Property. In consideration for such delay Developer does hereby grant,convey,hypothecate,and pledge
to Utility a security interest in the lands described in Exhibit"A"herein. Such security interest shall constitute an
enforceable lien on the individual lots as depicted on the plat of said lands recorded(or to be recorded)in the public
records of Clay County, Florida. The lien hereby created will be released by Utility on a lot by lot basis upon
payment to Utility of the capacity charges assigned to the lot(s)to be released. The party requesting the release shall
be responsible for recording the release in the public records.
The priority of the lien granted herein is governed by Chapter 94-491,Laws of Florida,Special Acts of 1994
(the "Act"),which is recorded in OR BK 1524,PG 1798-1836,public records of Clay County, Florida. Specific
reference is made to Section 11 and Section 19.(6)and(9)of the Act,respectively,which provide in pertinent part
that the priority of such lien"... shall be superior and paramount to the interest on such parcel or property of any
owner, lessee,tenant, mortgagee, or other person except the lien of county taxes and shall be on a parity with the
lien of any such county taxes." Utility shall not be obligated to provide the services herein for any particular lot or
parcel until such time as the capacity charges and related costs have been paid in full for that lot or parcel.
Payment of the charges in Paragraph 4 does not and will not result in Utility waiving any of its rates or rules
and regulations and their enforcement shall not be affected in any manner whatsoever by Developer making
payment of same.Except as specifically stated,Utility shall not be obligated to refund to Developer any portion of
the value of the above charges for any reason whatsoever nor shall Utility pay any interest upon the above charges
paid.
Except as otherwise stated in this Agreement,neither Developer nor any person or other entity holding any
of the Property by,through or under Developer, or otherwise, shall have any present or future right,title, claim or
interest in and to the charges paid or to any of the potable water, reclaimed water, or wastewater facilities and
properties of Utility, and all prohibitions applicable to Developer with respect to no refund of such charges, no
interest payment on said charges and otherwise, are applicable to all persons or entities.
Paid capacity or connection charges may not be applied to offset any service bill or other claims of Utility.
5. On-Site Installations-On-site facilities are those located within the Property for which Developer is
requesting service. Developer shall convey to Utility,if so designated by Utility,all on-site water and wastewater
lines,laterals,mains,lift stations,pump stations and appurtenant facilities(collectively referred to as"Components"
or"On-Site System")on the Property with all contractual guarantees relating thereto. Conveyance shall take place
within a reasonable time after installation of the On-Site System but prior to Utility's obligation to provide service.
Until such time as the On-Site System is conveyed,the same shall be operated and maintained by Developer. In its
sole discretion,Utility may decline to accept the On-Site System,may lease the On-Site System from Developer,or
agree to such other arrangement as it deems appropriate.
Utility shall have the right and obligation, at the Developer's expense, to construct and/or approve the
construction of the on-site installations which shall be owned and maintained by Utility,if so designated by Utility.
The Utility shall also have the right to review all plans and specifications, connections to its system and the
Developer shall pay a fee equal to the Utility's actual cost to review such plans and specifications.The Utility shall
have the right to inspect all phases of construction undertaken by outside contractors for facilities which are to be
owned by the Utility, if so designated by Utility. The Developer will reimburse the Utility for its costs for such
inspection, including all overhead associated with same. Where on-site temporary pump stations or backflow
prevention devices are required,they shall be paid for one hundred percent(100%)by the Developer without any
provision for refund. Utility reserves the right to require backflow prevention devices on all potable water service
connections.
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The On-Site System shall be constructed in compliance with all regulatory requirements and the
specifications and requirements of Utility. No construction shall commence until Utility has reviewed and approved
Developer's contractor and the plans and specifications for construction of the potable water,reclaimed water,and
wastewater systems for the project. The proposed electrical transformer layout of the electric utility providing
service must be provided to the Utility prior to commencement of construction.
Developer shall guarantee Utility against defects in material and workmanship for the portion of the On-Site
System to be owned by the Utility or County,if so designated by Utility. Developer shall secure from its contractor
a written and fully assignable warranty that the system installed will be and remain free from all defects, latent or
otherwise,with respect to workmanship,materials and installation in accordance with Utility-approved plans and
specifications,for a period of two(2)years from the date of the system acceptance by the Utility,and immediately
assign the same and the right to enforce the same to the Utility on or before such date.
The Developer shall also provide to the Utility, at Developer's sole expense, such maintenance bond and
other form of security acceptable to Utility in such amounts approved by Utility,which by its or their express terms
protect and indemnify Utility against any loss,damage,costs,claims,debts or demands by reason of defects,latent
or otherwise, in the system to be and remain in effect for two (2)years from the date of the system acceptance by
Utility.
In addition to any other promises, guarantees or warranties to be provided by Developer to the Utility
hereunder, Developer agrees to protect and indemnify Utility against any loss, damage, costs, claims, debts or
demands by reason of defects, latent or otherwise, in the system which could not have been reasonably discovered
upon normal engineering inspection, to be and remain in effect for a period of two (2)years from the date of the
system's acceptance by Utility.
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Developer agrees to transfer to Utility, if so designated by Utility, title to all water distribution and
wastewater collection systems installed by Developer or Developer's contractor,which the Utility has agreed shall
be owned and maintained by it pursuant to the provisions of this Agreement and shall:
(a) Deliver a Bill of Sale and No Lien Affidavit in a form acceptable to Utility for such potable water
distribution, reclaimed water distribution, and wastewater collection systems.
(b) Provide copies of invoices and Release of Liens from contractor for installation of the utility systems
as well as for any repairs to the Systems which may have been caused by other subcontractors during construction.
(c) Assign any and all warranties and/or maintenance bonds as set forth herein.
(d) Provide all operations, maintenance and parts manuals, as-built plans complying with Utility's
specifications, and other documents required for operation of the utility system.
(e) Convey to Utility, if so designated by Utility,easements and/or rights-of-way covering all areas in
which potable water,reclaimed water,and wastewater systems are installed,with adequate legal access to same,by
recordable document satisfactory to Utility.
(f) Convey to Utility,if so designated by Utility,by recordable document in form satisfactory to Utility,
fee simple title to lift station and pump station sites, along with recordable ingress/egress easement documents.
(g) Provide a copy of the Project Engineer's final certification of completion to the Florida Department of
Environmental Protection certifying installation of all potable water and wastewater facilities in accordance with
approved plans.
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6. Off-Site Installations-Developer shall further construct all transmission mains,pump stations and
appurtenant facilities necessary to connect the On-Site System to the nearest appropriate point in Utility's
transmission system, as determined by Utility. Utility may require Developer to oversize off-site transmission
mains and appurtenant facilities in a manner consistent with Utility's Wastewater System Master Plan. The costs
associated with construction of over-sized facilities which provide Utility with excess capacity for the benefit of
other properties may be subject to refundable advance treatment pursuant to Utility's Service Availability Policy,as
then in effect. The same construction standards,warranty requirements,maintenance bond requirements,transfer of
title by Bill of Sale,and indemnification requirements,as provided under paragraph 5 of this Agreement,shall also
apply to the Off-Site installations.
7. Agreement to Serve-Upon the completion of construction of the On-Site and Off-Site Facilities by
Developer, or an appropriate phase thereof, and compliance with the terms and conditions of this Agreement and
Utility's Service Availability Policy, Utility will allow connection or oversee the connection of the wastewater
collection facility,potable water distribution facility,and/or reclaimed water facility installed by Developer to the
central facilities of Utility in accordance with all rules, regulations and orders of the applicable governmental
authorities. Utility agrees that once it provides potable water, reclaimed water, and/or wastewater service to the
customers within the Property that it will continuously provide such service, at its cost and expense, but in
accordance with the other provisions of this Agreement,the then current Rate Resolution in effect for Utility, and
the requirements of the governmental authorities having jurisdiction over the operations of Utility. Utility shall not
be liable for any temporary interruptions in service as a result of equipment failure, emergencies or Act of God.
The covenants and agreements of Developer contained in Paragraphs 5, 6, and 7, hereof shall survive
Utility's acceptance of any On-site and Off-site Facilities and Utility's commencement of service to the Property.
Should any such covenant or agreement of Developer in fact be outstanding following either or both of such dates,
then,notwithstanding any contrary provision contained herein,Utility may,upon thirty(30)days advance written
notice and demand for cure mailed to Developer,temporarily interrupt service to the Property until such outstanding
covenant or agreement of Developer is satisfied in full. Utility shall not be liable for any temporary interruptions in
service as a result of any action authorized or permitted by this paragraph.
8. Application for Service-Developer,or any owner of any parcel of the Property,or any occupant of
any residence, building or unit located thereon shall not have the right to and shall not connect any consumer
installation to the facilities of Utility until formal written application has been made to Utility by the prospective
user of service,or either of them,in accordance with the then effective rules and regulations of Utility and approval
for such connection has been granted.
9. Easements-Developer hereby grants and gives to Utility, its successors and assigns,but subject to
the terms of this Agreement, the exclusive right or privilege to construct, own, maintain and operate the potable
water,reclaimed water,and wastewater facilities to serve the Property in,under,upon,over and across the present
and future streets, roads, alleys, utility easements, reserved utility strips and utility sites. Mortgagees, if any,
holding prior liens on the Property shall be required to release such liens, subordinate their position or join in the
grant or dedication of the easements or rights-of-way, or give to Utility assurance by way of a "non-disturbance
agreement",that in the event of foreclosure,mortgagee would continue to recognize the easement rights of Utility.
All potable water, reclaimed water, and wastewater collection facilities, save and except installations owned by
Developer,or its successors or assigns,shall be covered by easements or rights-of-way if not located within platted
or dedicated roads or rights-of-way for utility purposes and there shall be adequate legal access to same.
The use of easements granted by Developer to Utility shall not preclude the use by other utilities of these
easements,such as for cable television,telephone,electric,or gas utilities. However,the use of such non-exclusive
easements by third parties shall not interfere with Utility's utilization of same. Utility hereby agrees that all
easement grants will be utilized in accordance with the established and generally accepted practices of the potable
water, reclaimed water, and wastewater industry with respect to the installation of all its facilities in any of the
easement areas.
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10. Utility's Exclusive Right to Utility Facilities-Developer agrees with Utility that all potable water,
reclaimed water,and wastewater facilities accepted by Utility in connection with providingpotable water,reclaimed
water and wastewater services to the Property, shall at all times remain in the sole, complete and exclusive
ownership of Utility, and any person or entity owning any part of the Property or any residence, building or unit
constructed or located thereon,shall not have any right,title,claim or interest in and to such facilities or any part of
them,for any purpose,including the furnishing of potable water,reclaimed water,and wastewater services to other
persons or entities located within or beyond the limits of the Property.
11. Exclusive Right to Provide Service-Developer shall not engage in the business of providing potable
water services or sanitary wastewater services to the Property during the period of time Utility provides potable
water and wastewater services to the Property. Utility shall have the sole and exclusive right and privilege to
provide potable water and wastewater services to the Property and to the occupants of such residence,building or
unit constructed thereon.
12. Rates-Utility agrees that the rates to be charged to Developer and individual consumers of potable
water and wastewater services shall be those set forth in the then current Rate Resolution most recently adopted by
the Board of Supervisors of Utility as may be amended from time to time. However,notwithstanding any provision
in this Agreement, Utility, its successors and assigns, may establish, amend or revise, from time to time in the
future, and enforce in a reasonable manner, rates or rate schedules so established.
Notwithstanding any provision in this Agreement,Utility may establish,amend or revise,from time to time,
in the future, and enforce rules and regulations covering potable water and wastewater services to the Property.
However,all such rules and regulations so established by Utility shall at all times be reasonable and subject to such
to regulations as may be provided by law or contract.
13. Quality of Wastewater-No substance other than domestic wastewater will be placed into the sewage
system and delivered to the lines of the Utility directly by Developer. The Developer shall be required to install
grease traps for all non-residential kitchen facilities and sand traps if floor drains are connected to the Utility's
sanitary wastewater transmission system. Such installation shall be in accordance with the requirements of the
Utility. Should any non-domestic wastes,grease or oils,including,but not limited to,floor wax,paint,chlorides,or
salt water or any substances and materials which contain any hazardous, flammable, toxic and/or industrial
constituents, be directly delivered by Developer to the lines, of the Utility, Developer will be responsible for
payment of the cost and expense required in correcting or repairing any resulting damage to the system or property
of third parties.
In the event Utility determines that the Property to be served poses a threat of introducing chlorides, salt
water, or similar constituents into the collection or transmission system at levels determined by the Utility to be
harmful to the wastewater system, including, but not limited to, the system's ability to provide effluent meeting
reclaimed water standards as an irrigation supply source, the Utility has the right, in its reasonable discretion, to
decline or discontinue service to such property or customer and to require such pretreatment or other measures as
are necessary to protect the integrity of Utility's system and the ability to serve its members.
14. Binding Effect of Agreement-This Agreement shall be binding upon and shall inure to the benefit of
Developer,Utility and their respective assigns and successors by merger,consolidation,conveyance or otherwise.
Any assignment or transfer by Developer shall be subject to Utility approval which shall not be unreasonably
withheld provided the assignee or transferee shall acknowledge in writing that it assumes the duties and
responsibilities of Developer as set forth in this Agreement.
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15. Notice-Until further written notice by either party to the other,all notices provided for herein shall
be in writing and transmitted, by mail or by electronic mail, and if to Developer, shall be mailed or delivered to
Developer at:
Meritage Homes of Florida, Inc.
Attn: Garrett Cone
8800 East Raintree Drive, Suite 300
Scottsdale,AZ 85260
and if to the Utility at:
Clay County Utility Authority
3176 Old Jennings Road
Middleburg,Florida 32068-3907
or at such other address as specified in writing by either party to the other.
16. Laws of Florida-This Agreement shall be governed by the laws of the State of Florida and it shall be
and become effective immediately upon execution by both parties hereto, subject to any approvals which must be
obtained from governmental authority, if applicable.
17. Costs and Attorney's Fees - In the event the Utility or Developer is required to enforce this
Agreement by court proceedings,by instituting suit or otherwise,then venue shall lie in Clay County,Florida,and
the prevailing party shall be entitled to recover from the other party all cost incurred,including reasonable attorney's
fees.
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18. Force Majeure-In the event that the performance of this Agreement by either party is prevented or
interrupted in consequence of any cause beyond the control of either party,including,but not limited to Act of God
or of the public enemy, war,national emergency, allocation or of other governmental restrictions upon the use or
availability of labor or materials, civil disorder, strike, embargo, natural disaster or catastrophe, unforeseeable
failure or breakdown of transmission, treatment or other facilities, governmental rule, act, order, restriction,
regulation, statute, ordinance, or order, decree,judgment, restraining order or injunction of any court, said party
shall not be liable for such non-performance.
19. Indemnification-Developer agrees to indemnify and hold the Utility harmless from and against any
and all liabilities, claims, damages, costs and expenses (including reasonable attorney's fees) to which it may
become subject by reason of or arising out of Developer's performance of this Agreement. This indemnification
provision shall survive the actual connection to Utility's potable water, reclaimed water and wastewater systems.
MISCELLANEOUS PROVISIONS
20. The rights, privileges, obligations and covenants of Developer and Utility shall survive the
completion of the work of Developer with respect to completing the facilities and services to any development phase
and to the Property as a whole.
21. This Agreement supersedes all previous agreements or representations, either verbal or written,
heretofore in effect between Developer and Utility, made with respect to the matters herein contained, and when
duly executed,constitutes the agreement between Developer and Utility. No additions,alterations or variations of
the terms of this Agreement shall be valid,nor can provisions of this Agreement be waived by either party,unless
such additions, alterations,variations or waivers are expressed in writing and duly signed.
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22. Whenever the singular number is used in this Agreement and when required by the context,the same
shall include the plural, and the masculine, feminine and neuter genders shall each include the others.
23. Whenever approvals of any nature are required by either party to this Agreement, it is agreed that
same shall not be unreasonably withheld or delayed.
24. The submission of this Developer Agreement for examination by Developer does not constitute an
offer but becomes effective only upon execution thereof by Utility.
25. Failure to insist upon strict compliance of any of the terms,covenants,or conditions herein shall not
be deemed a waiver of such terms,covenants,or conditions,nor shall any waiver or relinquishment of any right or
power hereunder at any one time or times be deemed a waiver or relinquishment of such right or power at any other
time or times.
26. It is because of inducements offered by Developer to Utility that Utility has agreed to provide potable
water,reclaimed water, and wastewater services to Developer's project. Capacity reserved hereunder cannot and
shall not be assigned by Developer to Third Parties without the written consent of Utility, except in the case of a
bona-fide sale of Developer's Property.
27. Utility shall, as aforesaid, at all reasonable times and hours, have the right of inspection of
Developer's internal lines and facilities. This provision shall be binding on the successors and assigns of the
Developer.
28. The parties hereto recognize that prior to the time Utility may actually commence upon a program to
carry out the terms and conditions of this Agreement,Utility may be required to obtain approval from various state
and local governmental authorities having jurisdiction and regulatory power over the construction,maintenance,and
operation of Utility. The Utility agrees that it will diligently and earnestly make the necessary proper applications to
all governmental authorities and will pursue the same to the end that it will use its best efforts to obtain such
approval. Developer agrees to provide necessary assistance to Utility in obtaining the approvals provided for herein.
Upon execution of this Agreement, Utility may require the payment of a reasonable fee to defray Utility's legal,
engineering, accounting and administrative and contingent expense.
29. It shall be Developer's responsibility to provide acceptable as-built drawings of the potable water,
wastewater and reclaimed water systems installed by Developer,in accordance with Utility's standard specifications,
details and notes,which are to be accepted by Utility for ownership and maintenance,as set forth in paragraph 5(d)
herein;and Utility's charges associated with the review and quality assurance of the CAD as-built survey drawings
will be paid directly by Developer's licensed underground utility contractor and shall be provided in accordance with
CCUA's "As-built Specifications Standards Manual", which can be obtained from the Utility's website
(www.clayutility.org).It shall be Developer's responsibility to properly instruct his contractor to contact Utility for
an estimate of such charges and clarification of the required as-built drawing procedures.
30. It shall be Developer's responsibility or Developer's customers'responsibility,utilizing the project's
potable water, reclaimed water, and wastewater service within Developer's project, to apply to Utility for service
after the installation of the potable water, reclaimed water, and wastewater utilities have been completed and
accepted by Utility. Upon completion of application for potable water,reclaimed water,and wastewater service and
payment of the appropriate charges set forth in Utility's then current applicable Rate Resolution, including any
security deposits required, service will be initiated to customers within Developer's Property.
31. Developer shall not place any conservation easements over any of the easement lands that contain
Utility's existing or proposed water and/or wastewater facilities for the project covered by this Agreement.
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32. Developer shall grant or otherwise secure the easements to Utility covering the potable water,
reclaimed water, and wastewater facilities that Utility agrees to own and maintain and shall be responsible for
providing the legal descriptions and maps for such easements to Utility,as shown on the plans prepared by England-
Thims&Miller,Inc.,Job Number 20-213,as described in Exhibit"C",prior to commencement of this project.This
shall include(1)all easements necessary to accommodate water,wastewater,and reclaimed water stubs to adjacent
properties; (2) an easement ten (10) feet in width lying parallel and adjacent to all right of way lines within the
Developer's Property;(3) any easements within storm drainage retention pond areas or along lot lines that may be
necessary to accommodate any storm water harvesting systems that Utility may choose to install within Developer's
Property.
33. The landscaping(new or existing)for this project shall not include the planting of any trees within
seven and one half feet(7 ft.6 in.)of any of the water,wastewater and/or reclaimed water mains. In the alternative,
Developer shall provide a root barrier,satisfactory to Utility,around the roots of all landscaping,trees,shrubs,etc.,
that are planted within the road right-of-ways that will potentially impact any of the utilities covered by this
Agreement.
It shall be Developer's responsibility to contractually require builders within the Property to establish a
workable procedure to assure Utility that the planting of"street trees"within the project provide at least seven and
one-half feet(7 ft. 6 in.)of separation from the center of the trees to Utility's mains and services. Otherwise,root
barriers are to be installed where the seven and one-half feet(7 ft.6 in.)criteria is not met. A service charge,subject
to Utility's Board of Supervisors approval,may be assessed in order for Utility to inspect and approve the proposed
tree locations.
34. The road cross-section,utility placement,and sidewalk placement used within the subdivision streets
and right-of-ways shall be consistent with those layouts established by Utility in cooperation with other utilities and
the Clay County Engineering Department. Any variance from these standard layouts shall be communicated by
Developer to all utilities requiring facilities in the right-of-way and the Clay County Engineering Department and
shall be approved by all such utilities and agencies prior to commencement of construction.
35. It shall be Developer's responsibility to valve each water stub in such a fashion that connection and
extension of service to subsequent phases does not disrupt service to prior phases and such additional valving shall
be approved by Utility prior to installation. Each such phase shall be bacteriologically cleared and final certified by
the design engineer as complete, including as-built drawings, final close out documents, and final acceptance by
Utility,prior to water and wastewater service being initialized.
36. Connection to Utility's existing 12-inch water main and 12-inch reclaimed main,and the construction
of the water and reclaimed water infrastructure, including services from the main to the meter locations, shall be
installed by Developer's State of Florida Licensed Underground Utility Contractor and shall meet all of the
requirements of Utility prior to Utility's acceptance for ownership and maintenance. Utility shall own and maintain
all facilities upstream of the downstream side of the reclaimed water meters and potable water meters and all
facilities downstream of the downstream side of the reclaimed water meters and potable water meters shall be
owned and maintained by Developer. All of the water installation shall be in accordance with the plans prepared by
by England-Thims & Miller, Inc., Job Number 20-213, as described in Exhibit "C", or as modified in a manner
acceptable to Utility. Utility shall have access to all of the water meters during normal business hours, for meter
reading purposes.
37. Connection to Utility's existing 12-inch wastewater main and the construction of the wastewater
infrastructure shall be installed by Developer's State of Florida Licensed Underground Utility Contractor and shall
meet all of the requirements of Utility prior to Utility's acceptance for ownership and maintenance. All wastewater
mains 8-inches and larger in size,terminating by a manhole, and all wastewater mains 8-inches and larger in size
that are stubbed for future extensions, as shown on the plans prepared by England-Thims & Miller, Inc., Job
Number 20-213, as described in Exhibit "C", shall be owned and maintained by Utility. This includes all
wastewater laterals from the 8-inch wastewater mains to Developer's Property line/right-of-way line for each lot.
X:\Sennee AvailebihlylDcveloper Agreement Master File\Developer Agreements Avonlea}h11s41GRAclla Lago,Phase I Mentage./MG.dos
-10-
All wastewater installations upstream of Developer's point of connection shall be owned and maintained by
Developer, and all installations downstream of this point of connection shall be owned and maintained by Utility.
The wastewater pumping station and all ancillary items related to the wastewater pump station shall also be owned
and maintained by Utility. All such facilities shall be installed by Developer's State of Florida Licensed
Underground Utility Contractor and shall meet all of the requirements of Utility prior to Utility's acceptance for
ownership and maintenance.
38. Developer shall,by perpetual covenants and restrictions,require each developed lot or parcel within
the Property to install an on-site irrigation system in full compliance with Utility's Reclaimed Water Policy (i.e.,
"Reuse Policy"), a true copy of which, in its current form, is attached hereto as Exhibit"B", and shall require that
those systems be operated and maintained in accordance with the rules and regulations of Utility, as well as all
governmental agencies having jurisdiction over such reclaimed water systems, and all lots or parcels lying within
the Property are hereby so restricted.
39. All irrigation contractors employed by Developer to install reclaimed water irrigation systems within
the Property shall be registered with Utility. The criteria for registration is included in Utility's Cross-Connection
Control Policy. Once registered,such irrigation contractor shall comply completely with Utility's Cross-Connection
Control Policy and Reuse Policy. Cross-connection control inspections will not be conducted for irrigation
contractors that are not registered with Utility.
40. All elements of the Florida Department of Environmental Protection rules and regulations regarding
the use of reclaimed water within the project will be adhered to at all times,and the Homeowners'Association will
continue to be responsible after Developer is no longer in charge of the Bella Lago Subdivision, Phase I. This
specifically pertains to the Public Notice(posting of signs)provisions of the Florida Department of Environmental
Protection rules and regulations, as well as all specific requirements pertaining to the use of reclaimed water in
public areas and on roadways.
41. No wells shall be permitted within or upon the Property for any purpose.
42. The charges shown in paragraph 4(c), "Main Extension Charge—Water","Main Extension Charge—
Wastewater",and"Main Extension Charge—Reclaimed Water"in the amount of$97,162.27,of this Agreement,are
refundable to Utility who previously paid for upsizing the water,wastewater,and reclaimed water main extensions
along Sandridge Road.
43. This Agreement does not include any other developments that are planned for this Property. Water,
wastewater and/or reclaimed water service to any future/proposed Amenity Center, swimming pool, and/or
recreation areas are also not a part of this Agreement. A separate agreement will be entered into when these
developments are initiated.
44. The construction of this project will not commence until Utility is in receipt of an executed
Agreement,the charges stated herein are paid, and all permits and easements have been received.
45. This Agreement will need to be executed by Developer, the charges paid (shown on page 2 of
Agreement),prior to October 1,2023,and the construction of the utilities for this total project shall be commenced
by October 1, 2023, or this Agreement will be subject to any Service Availability charge increases currently
approved,which may be applicable or which may be approved by Utility's Board of Supervisors for the next fiscal
year beginning October 1, 2023; and this Agreement is subject to any material cost increases which Utility may
experience after October 1, 2023.
X:\Service Avadabilitv\Developer Agreement Master FiletDevelaper AgreementsSAvonlea HiIIs AGRBeIIa Lago,phase I Merltage SMG doe
-11-
IN WITNESS WHEREOF,Developer and Utility have executed or have caused this Agreement,with the
named Exhibits attached,to be duly executed in several counterparts,each of which counterpart shall be considered
an original executed copy of this Agreement.
WITNESSES: DEVELOPER:
Meritage Homes of Florida, Inc.
a Florida corporation
Witness: C"�r By: vt7t (Seal)
Print Name. .1� �j G L✓L,*- Garrett Cone,Division President
Witness:
Print Name: j�Ny /�t���G�/�L��✓
STATE OF cif f I(AA
COUNTY OF i1A
The foregoing instrument was acknowledged before me by means of ❑x physical presence or E online
notarization this 15.14'- day of M� 2023,by GARRETT CONE,as DIVISION PRESIDENT of
to MERITAGE HOMES OF FLORIDA,INC.,a Florida'corporation,who is personally known to me or who has
produced , as identification.
de5s6n,2a
Print Name: J- SaY htArtl
Notary Public, State of l of t dal at Large
My Commission Expires:
Notary Public State of Florida
1 Jessenea Santana
My Commission NH 3e3072
Expires 2/15/2027
X:\9ervtce AvailabihtytDeveloper Agreement Master FiletDeveloper Agreements Avon'.Hills\AGRBeila Lago,Phase I Meritagc.1MG.Soc
0
-12- •
WITNESSES: UTILITY:
CLAY COUNTY UTILITY • THORITY
viiIlik.Alli
b `.I_
Witness. By: _
Print Name: e, y D. nston, '.E.,M.B.A.
tive i► - sr
4.0 (Corporate Seal)
Witnes: �t . B `
Print Name:
STATE OF FLORIDA
COUNTY OF CLAY
The foregoing instrument was acknowledged before me by means of ❑x physical presence or ❑ online
notarization this o�tp day of Kay , 2023, by JEREMY D. JOHNSTON, as EXECUTIVE
DIRECTOR of the CLAY COUNTY UTILITY AUTHORITY, who is personally known to me.
to
(.:(401maiub,toi.1
,r•Y Notary Public State of Florida Print Name: Summer -. Bern•
;F Summer P E Bemdt Notary Public
4
% My Commission GG 950878.
awd Expires 01/26/2024 State of-Florida at Large
My Commission Expires: DI�ae131
•
XAService AvadabilitytDeveloper Agreement Master File tDeveloper AgreementsVavonlea Hills\AGRBclla Logo,Phase 1 Mcritage JMG.doc
BELLA LAGO SUBDIVISION—PHASE I
CONSISTING OF 167 LOTS
Parcel Number: 23-05-25-010101-018-00
Official Records Book 4622,page 984, Clay County, Florida
EXHIBIT "A"
A PARCEL OF LAND CONSISTING OF A PORTION OF SECTION OF 23 AND A PORTION OF
SECTION 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY, FLORIDA, SAID PARCEL
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE ON THE WEST LINE
THEREOF,NORTH 01 DEGREE 59 MINUTES 29 SECONDS EAST,5468.13 FEET TO THE NORTHWEST
CORNER OF SAID SECTION 26 (ALSO BEING THE SOUTHWEST CORNER OF SAID SECTION 23);
THENCE ON THE WEST LINE OF SAID SECTION 23,NORTH 01 DEGREE 46 MINUTES 34 SECONDS
EAST 1648.49 FEET TO THE SOUTH LINE OF COUNTY ROAD NO.739-B;THENCE ON SAID SOUTH
LINE, SOUTH 89 DEGREES 25 MINUTES 37 SECONDS EAST, 1187.50 FEET; THENCE CONTINUE
EASTERLY ALONG SAID SOUTH LINE AND ALONG THE ARC OF A CURVE CONCAVE
NORTHERLY AND HAVING A RADIUS OF 1472.39 FEET,AN ARC DISTANCE OF 586.13 FEET,SAID
ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 79 DEGREES 10
MINUTES 08 SECONDS EAST,582.27 FEET;THENCE SOUTH 17 DEGREES 51 MINUTES 05 SECONDS
EAST,2101.99 FEET;THENCE SOUTH 51 DEGREES 19 MINUTES 48 SECONDS EAST, 1768.31 FEET;
THENCE SOUTH 39 DEGREES 00 MINUTES 31 SECONDS WEST,943.41 FEET; THENCE SOUTH 04
DEGREES 30 MINUTES 42 SECONDS WEST, 719.64 FEET; THENCE SOUTH 20 DEGREES 30
MINUTES 36 SECONDS WEST, 803.35 FEET; THENCE SOUTH 14 DEGREES 47 MINUTES 57
SECONDS EAST, 603.80 FEET; THENCE SOUTH 11 DEGREES 22 MINUTES 59 SECONDS WEST,
1335.28 FEET TO THE SOUTH LINE OF SAID SECTION 26;THENCE ON THE SOUTH LINE,SOUTH 89
DEGREES 50 MINUTES 00 SECONDS WEST 2984.23 FEET TO THE POINT OF BEGINNING.
EXCEPTING ANY PORTION THEREOF LYING WITHIN ANY ROAD OR RIGHT OF WAY EITHER
PRIVATE OR PUBLIC.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PROPERTY:
EXCEPTION PARCEL A:
A PORTION OF SECTION 23 AND 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY,
FLORIDA: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE ON THE
WEST LINE THEREOF,NORTH 01 DEGREE 59 MINUTES 29 SECONDS EAST,5468.13 FEET TO THE
NORTHWEST CORNER OF SAID SECTION 26;THENCE ON THE WEST LINE OF SECTION 23, SAID
TOWNSHIP 5 SOUTH,RANGE 25 EAST,NORTH 01 DEGREE 46 MINUTES 34 SECONDS EAST, 1648.49
FEET TO THE SOUTH LINE OF COUNTY ROAD NO.739-B;THENCE ON SAID SOUTH LINE,SOUTH
89 DEGREES 25 MINUTES 37 SECONDS EAST, 1187.5 FEET;THENCE CONTINUE ON SAID SOUTH
LINE, AND ALONG THE ARC OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF
1472.39 FEET,AN ARC DISTANCE OF 556.06 FEET TO THE POINT OF BEGINNING,SAID ARC BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 79 DEGREES 45 MINUTES 14
SECONDS EAST, 552.77 FEET; THENCE SOUTH 17 DEGREES 51 MINUTES 05 SECONDS EAST,
2109.02 FEET; THENCE SOUTH 51 DEGREES 19 MINUTES 48 SECONDS EAST, 1777.15 FEET;
THENCE NORTH 39 DEGREES 00 MINUTES 31 SECONDS EAST, 30 FEET; THENCE NORTH 51
DEGREES 19 MINUTES 48 SECONDS WEST, 1768.31 FEET; THENCE NORTH 17 DEGREES 51
MINUTES 05 SECONDS WEST, 2101.99 FEET TO THE SOUTHERLY LINE OF SAID COUNTY ROAD
NO. 739-B; THENCE WESTERLY ALONG SAID SOUTHERLY LINE AND ALONG THE ARC OF A
CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 1472.39 FEET,AN ARC DISTANCE OF
30.07 FEET TO THE POINT OF BEGINNING,SAID ARC BEING SUBTENDED BY A CHORD BEARING
AND DISTANCE OF SOUTH 68 DEGREES 20 MINUTES 58 SECONDS WEST, 30.07 FEET.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PROPERTY:
X:VServi Availabilm\Devcloper Age<mrnt Master FJe\Dev Loper AQ eemrntsAroNea Hi11sAGRBe110 Wgo.Phose 1 MeritogeJMG4oc
EXCEPTION PARCEL B:
A PORTION OF SECTION 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY, FLORIDA:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE ON THE WEST LINE
THEREOF,NORTH 01 DEGREE 59 MINUTES 29 SECONDS EAST,5468.13 FEET TO THE NORTHWEST
CORNER OF SAID SECTION 26; THENCE ON THE WEST LINE OF SECTION 23, SAID TOWNSHIP 5
SOUTH, RANGE 25 EAST,NORTH 01 DEGREE 46 MINUTES 34 SECONDS EAST, 1648.49 FEET TO
THE SOUTH LINE OF COUNTY ROAD NO. 739-B; THENCE ON SAID SOUTH LINE, SOUTH 89
DEGREES 25 MINUTES 37 SECONDS EAST, 1187.5 FEET; THENCE CONTINUE ON SAID SOUTH
LINE,AND ALONG THE ARC OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF
1472.39 FEET, AN ARC DISTANCE OF 556.06 FEET, SAID ARC BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF NORTH 79 DEGREES 45 MINUTES 14 SECONDS EAST,552.77 FEET;
THENCE SOUTH 17 DEGREES 51 MINUTES 05 SECONDS EAST,2109.02 FEET; THENCE SOUTH 51
DEGREES 19 MINUTES 48 SECONDS EAST, 1777.15 FEET TO THE POINT OF BEGINNING;THENCE
SOUTH 39 DEGREES 00 MINUTES 11 SECONDS WEST,913.24 FEET;THENCE NORTH 37 DEGREES
26 MINUTES 06 SECONDS EAST, 913.44 FEET; THENCE SOUTH 51 DEGREES 19 MINUTES 48
SECONDS EAST,25.00 FEET TO THE POINT OF BEGINNING.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PROPERTY:
EXCEPTION PARCEL C:
A PORTION OF SECTION 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY, FLORIDA:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE ON THE WEST LINE
THEREOF,NORTH 01 DEGREE 59 MINUTES 29 SECONDS EAST,5468.13 FEET TO THE NORTHWEST
CORNER OF SAID SECTION 26; THENCE ON THE WEST LINE OF SECTION 23, SAID TOWNSHIP 5
SOUTH, RANGE 25 EAST,NORTH 01 DEGREE 46 MINUTES 34 SECONDS EAST, 1648.49 FEET TO
THE SOUTH LINE OF COUNTY ROAD NO. 739-B; THENCE ON SAID SOUTH LINE, SOUTH 89
DEGREES 25 MINUTES 37 SECONDS EAST, 1187.5 FEET; THENCE CONTINUE ON SAID SOUTH
LINE,AND ALONG THE ARC OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF
1472.39 FEET, AN ARC DISTANCE OF 556.06 FEET, SAID ARC BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF NORTH 79 DEGREES 45 MINUTES 14 SECONDS EAST,552.77 FEET;
THENCE SOUTH 17 DEGREES 51 MINUTES 05 SECONDS EAST, 2109.02 FEET; THENCE SOUTH 51
DEGREES 19 MINUTES 48 SECONDS EAST, 1777.15 FEET; THENCE SOUTH 39 DEGREES 00
MINUTES 11 SECONDS WEST, 913.24 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 04
DEGREES 30 MINUTES 22 SECONDS WEST,719.64 FEET;THENCE SOUTH 20 DEGREES 30 MINUTES
16 SECONDS WEST, 803.35 FEET; THENCE NORTH 17 DEGREES 38 MINUTES 14 SECONDS EAST,
799.08 FEET; THENCE NORTH 07 DEGREES 42 MINUTES 15 SECONDS EAST, 714.81 FEET TO THE
POINT OF BEGINNING.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PROPERTY:
EXCEPTION PARCEL D:
THOSE PORTIONS OF SECTIONS 23 AND 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, BEING
DESCRIBED AS PARCEL 180-PART"A"AND PART"B"IN THAT ORDER OF TAKING RECORDED
IN OFFICIAL RECORDS BOOK 4074, PAGE 2039, OF THE PUBLIC RECORDS OF CLAY COUNTY,
FLORIDA.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PROPERTY:
EXCEPTION COMMERCIAL PARCEL:
A PORTION OF SECTIONS 23 AND 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
FOR A POINT OF REFERENCE,COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26;
THENCE NORTH 89°50'00" EAST, ALONG THE SOUTHERLY LINE OF SAID SECTION 26, A
DISTANCE OF 428.36 FEET TO A POINT ON THE EASTERLY LINE OF THOSE LANDS DESCRIBED
AS PARCEL 180, PART "A" AND RECORDED IN OFFICIAL RECORDS BOOK 4074,PAGE 2039, OF
X:\Scoi Awilalnlity�<veloper Agrccmmt Mastcr FJc\Dccloper AFrccments\At'on1c Hi11atAGR.B<lla Logo.phase I Mcritag<.JMGAoc
THE PUBLIC RECORDS OF CLAY COUNTY,FLORIDA AND A POINT ON A CURVE TO THE RIGHT,
HAVING A RADIUS OF 14,552.00 FEET;THENCE NORTHERLY,ALONG SAID EASTERLY LINE AND
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 02°57'50",AN ARC DISTANCE OF
752.74 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 00°11'14"EAST,752.66 FEET TO
THE POINT OF TANGENCY; THENCE NORTH 01°40'09" EAST, CONTINUING ALONG SAID
EASTERLY LINE, A DISTANCE OF 4258.77 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUE NORTH 01°40'09"EAST,ALONG SAID EASTERLY LINE,A DISTANCE OF 1667.42 FEET;
THENCE NORTH 02°25'09"EAST,ALONG SAID EASTERLY LINE,A DISTANCE OF 431.53 FEET TO A
POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF COUNTY ROAD NUMBER 739-B (AN 80
FOOT RIGHT OF WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP
SECTION 71523-2601);THENCE SOUTH 89°25'37"EAST,ALONG SAID SOUTHERLY RIGHT OF WAY
LINE,A DISTANCE OF 806.94 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT,
HAVING A RADIUS OF 1472.39 FEET; THENCE NORTHEASTERLY, ALONG THE ARC OF SAID
CURVE,THROUGH A CENTRAL ANGLE OF 21°3 8'19",AN ARC DISTANCE OF 556.07 FEET AND A
CHORD BEARING AND DISTANCE OF NORTH 79°45'14"EAST, 552.77 FEET TO A POINT OF NON-
TANGENCY, SAID POINT BEING ON THE EASTERLY LINE OF THOSE LANDS DESCRIBED AND
RECORDED IN OFFICIAL RECORDS BOOK 3694, PAGE 15, OF SAID PUBLIC RECORDS; THENCE
SOUTH 17°51'05" EAST, ALONG SAID EASTERLY LINE, A DISTANCE OF 1067.34 FEET; THENCE
NORTH 89°25'37" WEST, A DISTANCE OF 791.49 FEET; THENCE SOUTH 35°18'09" WEST, A
DISTANCE OF 576.25 FEET;THENCE NORTH 54°41'51"WEST,A DISTANCE OF 82.43 FEET;THENCE
SOUTH 35°18'09"WEST,A DISTANCE OF 595.10 FEET TO THE POINT OF CURVATURE OF A CURVE
TO THE LEFT,HAVING A RADIUS OF 540.00 FEET; THENCE SOUTHERLY, ALONG THE ARC OF
SAID CURVE, THROUGH A CENTRAL ANGLE OF 31°23'03", AN ARC DISTANCE OF 295.79 FEET
AND A CHORD BEARING AND DISTANCE OF SOUTH 19°36'38"WEST,292.10 FEET TO A POINT OF
NON-TANGENCY;THENCE NORTH 88°15'O1"WEST,A DISTANCE OF 111.20 FEET TO THE POINT
OF BEGINNING.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PROPERTY:
EXCEPTION POND PARCEL:
A PORTION OF SECTIONS 23 AND 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
FOR A POINT OF REFERENCE,COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26;
THENCE NORTH 89°50'00" EAST, ALONG THE SOUTHERLY LINE OF SAID SECTION 26, A
DISTANCE OF 428.36 FEET TO A POINT ON THE EASTERLY LINE OF THOSE LANDS DESCRIBED
AS PARCEL 180, PART"A" AND RECORDED IN OFFICIAL RECORDS BOOK 4074, PAGE 2039, OF
THE PUBLIC RECORDS OF CLAY COUNTY,FLORIDA AND A POINT ON A CURVE TO THE RIGHT,
HAVING A RADIUS OF 14,552.00 FEET;THENCE NORTHERLY,ALONG SAID EASTERLY LINE,THE
FOLLOWING THREE COURSES AND DISTANCES: COURSE 1:ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 02°57'50", AN ARC DISTANCE OF 752.74 FEET AND A CHORD
BEARING AND DISTANCE OF NORTH 00°11'14"EAST,752.66 FEET TO THE POINT OF TANGENCY;
COURSE 2: NORTH 01°40'09" EAST, A DISTANCE OF 5926.19 FEET; COURSE 3: NORTH 02°25'09"
EAST, A DISTANCE OF 431.53 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF
COUNTY ROAD NUMBER 739-B (AN 80 FOOT RIGHT OF WAY PER FLORIDA DEPARTMENT OF
TRANSPORTATION RIGHT OF WAY MAP SECTION 71523-2601);THENCE SOUTH 89°25'37"EAST,
ALONG SAID SOUTHERLY RIGHT OF WAY LINE,A DISTANCE OF 806.94 FEET TO THE POINT OF
CURVATURE OF A CURVE TO THE LEFT, HAVING A RADIUS OF 1472.39 FEET; THENCE
NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF
21°3 8'19",AN ARC DISTANCE OF 556.07 FEET AND A CHORD BEARING AND DISTANCE OF NORTH
79°45'14" EAST, 552.77 FEET TO A POINT OF NON-TANGENCY, SAID POINT BEING ON THE
EASTERLY LINE OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS BOOK
3694, PAGE 15, OF SAID PUBLIC RECORDS; THENCE SOUTH 17°51'05" EAST, ALONG SAID
EASTERLY LINE, A DISTANCE OF 1067.34 FEET TO THE POINT OF BEGINNING; THENCE
SOUTHERLY, SOUTHEASTERLY AND SOUTHWESTERLY, ALONG SAID EASTERLY LINE, THE
FOLLOWING THREE COURSES AND DISTANCES:COURSE 1:SOUTH 17°51'05"EAST,A DISTANCE
OF 1041.68 FEET, COURSE 2: SOUTH 51°19'48" EAST, A DISTANCE OF 1752.07 FEET; COURSE 3:
SOUTH 37°26'20" WEST, A DISTANCE OF 736.83 FEET; THENCE NORTH 51°19'48" WEST, A
DISTANCE OF 460.16 FEET; THENCE SOUTH 68°42'10" WEST, A DISTANCE OF 135.07 FEET;
X:VS<rvicc Avail Iay\Devcloper Agrecmrnt Masts FticlDevclop<r Agrecm nts'Avonha Hi11s AGR.Aclla logo.Phase 1 McriHgs 1MG do<
THENCE NORTH 70°19'45"WEST,A DISTANCE OF 460.63 FEET;THENCE NORTH 29°51'13"WEST,A
DISTANCE OF 226.28 FEET; THENCE NORTH 89°25'37" WEST, A DISTANCE OF 675.46 FEET;
THENCE NORTH 43°52'07"WEST,A DISTANCE OF 302.69 FEET;THENCE NORTH 14°16'20"WEST,A
DISTANCE OF 669.04 FEET; THENCE NORTH 30°28'14" WEST, A DISTANCE OF 437.65 FEET;
THENCE NORTH 09°16'49"WEST,A DISTANCE OF 373.50 FEET;THENCE NORTH 35°18'09"EAST,A
DISTANCE OF 576.25 FEET;THENCE SOUTH 89°25'37"EAST,A DISTANCE OF 791.49 FEET TO THE
POINT OF BEGINNING.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PROPERTY:
PROPERTY LYING WEST OF FIRST COAST EXPRESSWAY:
ALL LANDS LYING WEST OF THE FIRST COAST EXPRESSWAY.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PROPERTY:
(Lots 296 through 327)
A PORTION OF SECTION 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE NORTH 89°49'46"
EAST, ALONG THE SOUTHERLY LINE OF SAID SECTION 26, A DISTANCE OF 2384.13 FEET;
THENCE NORTH 00°10'14" WEST, DEPARTING SAID SOUTHERLY LINE, A DISTANCE OF 982.71
FEET TO THE POINT OF BEGINNING, THENCE NORTH 69°52'59" WEST, A DISTANCE OF 153.08
FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY, HAVING A
RADIUS OF 525.00 FEET AND A CENTRAL ANGLE OF 22°37'02"; THENCE NORTHWESTERLY
ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF 207.24 FEET, SAID CURVE
BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 81°11'30" WEST,205.90
FEET; THENCE SOUTH 87°29'59" WEST, A DISTANCE OF 338.02 FEET TO THE POINT OF
CURVATURE OF A CURVE CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 120.00 FEET AND
A CENTRAL ANGLE OF 15°37'41";THENCE NORTHWESTERLY,ALONG AND AROUND THE ARC
OF SAID CURVE A DISTANCE OF 32.73 FEET TO THE POINT OF TANGENCY,SAID CURVE BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 84°41'11" WEST, 32.63 FEET;
THENCE NORTH 76°52'21"WEST,A DISTANCE OF 659.41 FEET TO THE POINT OF CURVATURE OF
A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 120.00 FEET AND A CENTRAL
ANGLE OF 35°02'23"; THENCE NORTHWESTERLY, ALONG AND AROUND THE ARC OF SAID
CURVE A DISTANCE OF 73.39 FEET TO THE POINT OF TANGENCY, SAID CURVE BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 59°21'09" WEST, 72.25 FEET;
THENCE NORTH 41°49'58"WEST,A DISTANCE OF 353.13 FEET TO THE POINT OF CURVATURE OF
A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 300.00 FEET AND A CENTRAL
ANGLE OF 43°34'57"; THENCE NORTHWESTERLY, ALONG AND AROUND THE ARC OF SAID
CURVE A DISTANCE OF 228.20 FEET, SAID CURVE BEING SUBTENDED BY A CHORD BEARING
AND DISTANCE OF NORTH 20°02'30" WEST, 222.74 FEET; THENCE NORTH 01°44'59" EAST, A
DISTANCE OF 150.80 FEET;THENCE SOUTH 88°15'O1"EAST,A DISTANCE OF 120.00 FEET;THENCE
SOUTH 01°44'59"WEST,A DISTANCE OF 150.80 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 180.00 FEET AND A CENTRAL ANGLE OF
43°34'58"; THENCE SOUTHEASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE A
DISTANCE OF 136.92 FEET, SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND
DISTANCE OF SOUTH 20°02'30"EAST, 133.64 FEET;THENCE SOUTH 41°49'58"EAST,A DISTANCE
OF 353.13 FEET; THENCE SOUTH 76°52'21"EAST,A DISTANCE OF 659.41 FEET;THENCE NORTH
87°29'59" EAST, A DISTANCE OF 338.02 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE SOUTHWESTERLY,HAVING A RADIUS OF 645.00 FEET AND A CENTRAL ANGLE OF
22°37'02"; THENCE SOUTHEASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE A
DISTANCE OF 254.61 FEET, SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND
DISTANCE OF SOUTH 81°11'30"EAST,252.96 FEET;THENCE SOUTH 69°52'59"EAST,A DISTANCE
OF 153.08 FEET;THENCE SOUTH 20°07'O1"WEST,A DISTANCE OF 120.00 FEET TO THE POINT OF
BEGINNING.
AND
XASenice A oiabihtv\Developer Ageemenl Master FileDcreloper AgeementsWvonlca Hi11sWGB BClla Logo.Fhasc 1 Meritag<JMG doc
(Lots 501 through 510)
A PORTION OF SECTION 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE NORTH 89°49'46"
EAST,ALONG THE SOUTHERLY LINE OF SAID SECTION 26,A DISTANCE OF 414.54 FEET TO THE
SOUTHEAST CORNER OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS
BOOK 4070, PAGES 484, 489 AND 497, OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA;
THENCE NORTH 57°32'43" EAST, FROM SAID SOUTHEAST CORNER OF THOSE LANDS, A
DISTANCE OF 1644.43 FEET TO THE POINT OF BEGINNING, THENCE NORTH 87°29'59" EAST, A
DISTANCE OF 120.27 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY,HAVING A
RADIUS OF 130.00 FEET AND A CENTRAL ANGLE OF 62°04'53"; THENCE SOUTHEASTERLY
ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF 140.86 FEET TO THE POINT OF
TANGENCY,SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH
38°50'33"EAST, 134.07 FEET;THENCE SOUTH 69°52'59"EAST,A DISTANCE OF 200.84 FEET TO THE
POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 130.00
FEET AND A CENTRAL ANGLE OF 90°00'00";THENCE NORTHEASTERLY,ALONG AND AROUND
THE ARC OF SAID CURVE A DISTANCE OF 204.20 FEET TO THE POINT OF TANGENCY, SAID
CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 65°07'01"EAST,
183.85 FEET; THENCE NORTH 20°07'01" EAST, A DISTANCE OF 11.68 FEET; THENCE SOUTH
69°52'59" EAST, A DISTANCE OF 120.00 FEET; THENCE SOUTH 20°0701" WEST, A DISTANCE OF
11.68 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY,HAVING
A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 90°00'00"; THENCE SOUTHWESTERLY,
ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF 392.70 FEET TO THE POINT OF
TANGENCY,SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH
65°07'01" WEST, 353.55 FEET; THENCE NORTH 69°52'59" WEST, A DISTANCE OF 200.84 FEET TO
THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY,HAVING A RADIUS OF
250.00 FEET AND A CENTRAL ANGLE OF 64°37'44"; THENCE NORTHWESTERLY, ALONG AND
AROUND THE ARC OF SAID CURVE A DISTANCE OF 282.00 FEET, SAID CURVE BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 37°34'07"WEST,267.28 FEET TO
THE POINT OF BEGINNING.
AND
(Lots 436 through 457)
A PORTION OF SECTION 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE NORTH 89°49'46"
EAST, ALONG THE SOUTHERLY LINE OF SAID SECTION 26, A DISTANCE OF 1539.51 FEET;
THENCE NORTH 00°10'14" WEST, DEPARTING SAID SOUTHERLY LINE, A DISTANCE OF 180.27
FEET TO THE POINT OF BEGINNING, THENCE SOUTH 89°50'49" WEST, A DISTANCE OF 300.21
FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A
RADIUS OF 265.00 FEET AND A CENTRAL ANGLE OF 45°50'22"; THENCE NORTHWESTERLY
ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF 212.01 FEET TO THE POINT OF
TANGENCY, SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF
NORTH 67°14'00" WEST, 206.40 FEET; THENCE NORTH 44°18'49" WEST, A DISTANCE OF 615.60
FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY, HAVING A
RADIUS OF 440.00 FEET AND A CENTRAL ANGLE OF 53°02'54"; THENCE NORTHWESTERLY,
ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF 407.38 FEET TO A POINT ON
SAID CURVE, SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF
NORTH 17°47'22"WEST,392.99 FEET;THENCE SOUTH 81°15'55"EAST,A DISTANCE OF 120.00 FEET
TO A POINT ON A CURVE CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 320.00 FEET AND
A CENTRAL ANGLE OF 53°02'54";THENCE SOUTHEASTERLY,ALONG AND AROUND THE ARC OF
SAID CURVE A DISTANCE OF 296.28 FEET TO THE POINT OF TANGENCY, SAID CURVE BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 17°47'22" EAST, 285.81 FEET;
THENCE SOUTH 44°18'49"EAST,A DISTANCE OF 615.60 FEET TO THE POINT OF CURVATURE OF
A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 145.00 FEET AND A CENTRAL
ANGLE OF 45°50'22"; THENCE SOUTHEASTERLY, ALONG AND AROUND THE ARC OF SAID
X:\Serrdce AvailabitinDeveloper Agre<mrnt Master FiIc!)evcloper Agrc,,c sVrvoni HilIs\AGR R<Ila Lego.Phasc 1 Merimge JMGAoc
CURVE A DISTANCE OF 116.01 FEET TO THE POINT OF TANGENCY, SAID CURVE BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 67°14'00" EAST, 112.94 FEET;
THENCE NORTH 89°50'49" EAST, A DISTANCE OF 318.58 FEET TO A POINT ON A CURVE
CONCAVE SOUTHWESTERLY,HAVING A RADIUS OF 465.00 FEET AND A CENTRAL ANGLE OF
11°04'3 8'; THENCE SOUTHEASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE A
DISTANCE OF 89.90 FEET TO A POINT OF COMPOUND CURVATURE, SAID CURVE BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 07°35'28" EAST, 89.76 FEET;
THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY
HAVING A RADIUS OF 30.00 FEET,THROUGH A CENTRAL ANGLE OF 91°53'58",AN ARC LENGTH
OF 48.12 FEET,SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH
43°53'10" WEST,43.12 FEET TO THE POINT OF BEGINNING.
AND
(Lots 458 through 478)
A PORTION OF SECTION 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY, FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE NORTH 89°49'46"
EAST,ALONG THE SOUTHERLY LINE OF SAID SECTION 26,A DISTANCE OF 1051.49 FEET TO THE
POINT OF BEGINNING, THENCE NORTH 44°18'49"WEST,A DISTANCE OF 220.68 FEET; THENCE
NORTH 85°51'10"WEST,A DISTANCE OF 15.00 FEET;THENCE NORTH 04°08'50"EAST,A DISTANCE
OF 1.86 FEET; THENCE NORTH 42°48'38" WEST, A DISTANCE OF 25.45 FEET; THENCE NORTH
31°04'18" WEST, A DISTANCE OF 34.41 FEET; THENCE NORTH 46°21'54" WEST, A DISTANCE OF
83.47 FEET; THENCE NORTH 41°15'24" WEST, A DISTANCE OF 56.03 FEET; THENCE NORTH
61°27'48" WEST, A DISTANCE OF 44.88 FEET; THENCE NORTH 59°20'40" WEST, A DISTANCE OF
4.82 FEET;THENCE NORTH 30°39'20"EAST A DISTANCE OF 15.00 FEET;THENCE NORTH 44°18'49"
WEST,A DISTANCE OF 29.46 FEET;THENCE NORTH 61°10'19"WEST,A DISTANCE OF 172.41 FEET;
THENCE NORTH 44°18'49"WEST,A DISTANCE OF 151.58 FEET;THENCE NORTH 00°29'24"WEST,A
DISTANCE OF 29.44 FEET; THENCE NORTH 45°41'11" EAST, A DISTANCE OF 151.72 FEET TO A
POINT ON A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 500.00 FEET AND A
CENTRAL ANGLE OF 04°29'48";THENCE SOUTHEASTERLY,ALONG AND AROUND THE ARC OF
SAID CURVE A DISTANCE OF 39.24 FEET TO A POINT OF REVERSE CURVATURE, SAID CURVE
BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 41°18'16" EAST, 39.23
FEET;THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY
HAVING A RADIUS OF 30.00 FEET,THROUGH A CENTRAL ANGLE OF 63°19'55",AN ARC LENGTH
OF 33.16 FEET TO A POINT OF REVERSE CURVATURE, SAID ARC BEING SUBTENDED BY A
CHORD BEARING AND DISTANCE OF SOUTH 11°53'12" EAST, 31.50 FEET; THENCE
SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY HAVING A
RADIUS OF 50.00 FEET,THROUGH A CENTRAL ANGLE OF 128°08'54",AN ARC LENGTH OF 111.83
FEET TO A POINT OF REVERSE CURVATURE, SAID ARC BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF SOUTH 44°12'42" EAST, 89.94 FEET; THENCE SOUTHEASTERLY
ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 30.00 FEET,
THROUGH A CENTRAL ANGLE OF 64°03'20",AN ARC LENGTH OF 33.54 FEET TO THE POINT OF
TANGENCY, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH
76°20'29"EAST,31.82 FEET;THENCE SOUTH 44°18'49"EAST,A DISTANCE OF 478.74 FEET TO THE
POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 325.00
FEET AND A CENTRAL ANGLE OF 45°50'22";THENCE SOUTHEASTERLY,ALONG AND AROUND
THE ARC OF SAID CURVE A DISTANCE OF 260.02 FEET TO THE POINT OF TANGENCY, SAID
CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 67°14'00"EAST,
253.14 FEET; THENCE NORTH 89°50'49" EAST, A DISTANCE OF 300.45 FEET TO A POINT ON A
CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 30.00 FEET AND A CENTRAL
ANGLE OF 90°00'00"; THENCE SOUTHEASTERLY, ALONG AND AROUND THE ARC OF SAID
CURVE A DISTANCE OF 47.12 FEET TO THE POINT OF TANGENCY, SAID CURVE BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 45°09'11" EAST, 42.43 FEET;
THENCE SOUTH 00°09'11" EAST, A DISTANCE OF 90.26 FEET TO THE AFOREMENTIONED
SOUTHERLY LINE OF SAID SECTION 26; THENCE SOUTH 89°49'46" WEST, ALONG SAID
SOUTHERLY LINE,A DISTANCE OF 518.20 FEET TO THE POINT OF BEGINNING.
X:Scncc AvaslabihtyNcveloper Agrecmrnt Master Fik1°cveloper Ag000 ts'Avonlu HiI]AkGA Aella Logo.Phase 1 Mcritagc.JMG doc
AND
(Lots 19 through 44)
A PORTION OF SECTION 26,TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY,FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE NORTH 89°49'46"
EAST,ALONG THE SOUTHERLY LINE OF SAID SECTION 26,A DISTANCE OF 414.54 FEET TO THE
SOUTHEAST CORNER OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS
BOOK 4070, PAGES 484, 489 AND 497, OF THE PUBLIC RECORDS OF CLAY COUNTY, FLORIDA,
SAID CORNER ALSO BEING A POINT ON A CURVE CONCAVE EASTERLY,HAVING A RADIUS OF
14,552.00 FEET AND A CENTRAL ANGLE OF 02°57'51"; THENCE, ALONG AND WITH THE
EASTERLY LINE OF SAID LANDS, THE FOLLOWING THREE(3) COURSES: COURSE#1: ALONG
AND AROUND THE ARC OF SAID CURVE A DISTANCE OF 752.86 FEET TO THE POINT OF
TANGENCY, SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF
NORTH 00°16'58"EAST,752.78 FEET;COURSE#2:THENCE NORTH 01°45'54"EAST,A DISTANCE OF
2354.16 FEET;COURSE#3:THENCE SOUTH 88°14'06"EAST,A DISTANCE OF 448.00 FEET;THENCE
NORTH 34°08'39"EAST,DEPARTING SAID EASTERLY LINE,A DISTANCE OF 404.37 FEET TO THE
POINT OF BEGINNING;THENCE NORTH 76°34'12"EAST,A DISTANCE OF 120.00 FEET TO A POINT
ON A CURVE CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 240.00 FEET AND A CENTRAL
ANGLE OF 24°34'51";THENCE SOUTHEASTERLY ALONG AND AROUND THE ARC OF SAID CURVE
A DISTANCE OF 102.96 FEET, SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND
DISTANCE OF SOUTH 25°43'14"EAST, 102.18 FEET TO THE POINT OF TANGENCY;THENCE SOUTH
38°00'39" EAST, A DISTANCE OF 468.48 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 80.00 FEET AND A CENTRAL ANGLE OF
33°45'44"; THENCE SOUTHEASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE A
DISTANCE OF 47.14 FEET TO THE POINT OF TANGENCY,SAID CURVE BEING SUBTENDED BY A
CHORD BEARING AND DISTANCE OF SOUTH 54°53'32" EAST, 46.46 FEET TO THE POINT OF
TANGENCY; THENCE SOUTH 71°46'24" EAST, A DISTANCE OF 150.23 FEET; THENCE SOUTH
85°27'09" EAST, A DISTANCE OF 511.86 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE SOUTHWESTERLY,HAVING A RADIUS OF 450.00 FEET AND A CENTRAL ANGLE OF
12°17'50"; THENCE SOUTHEASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE A
DISTANCE OF 96.58 FEET TO THE POINT OF TANGENCY, SAID CURVE BEING SUBTENDED BY A
CHORD BEARING AND DISTANCE OF SOUTH 79°18'15" EAST, 96.40 FEET; THENCE SOUTH
73°09'20" EAST, A DISTANCE OF 195.76 FEET TO A POINT ON A CURVE CONCAVE
NORTHWESTERLY, HAVING A RADIUS OF 470.00 FEET AND A CENTRAL ANGLE OF 11°06'51";
THENCE SOUTHWESTERLY ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF
91.17 FEET,SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH
12°49'10"WEST,91.03 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE
NORTHWESTERLY,HAVING A RADIUS OF 30.00 FEET;THENCE SOUTHWESTERLY,ALONG THE
ARC OF SAID CURVE,THROUGH A CENTRAL ANGLE OF 88°28'06",AN ARC DISTANCE OF 46.32
FEET TO THE POINT OF TANGENCY, SAID CURVE BEING SUBTENDED BY A CHORD BEARING
AND DISTANCE OF SOUTH 62°36'38" WEST, 41.86 FEET; THENCE NORTH 73°09'20" WEST, A
DISTANCE OF 172.16 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
SOUTHWESTERLY, HAVING A RADIUS OF 330.00 FEET AND A CENTRAL ANGLE OF 12°17'50
THENCE NORTHWESTERLY,ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF
70.83 FEET TO THE POINT OF TANGENCY, SAID CURVE BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF NORTH 79°18'15"WEST 70.69 FEET;THENCE NORTH 85°27'09"WEST,
A DISTANCE OF 511.86 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 120.00 FEET AND A CENTRAL ANGLE OF 13°40'46";
THENCE NORTHWESTERLY,ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF
28.65 FEET TO THE POINT OF TANGENCY, SAID CURVE BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF NORTH 78°36'47" WEST, 28.58 FEET; THENCE NORTH 71°46'24"
WEST, A DISTANCE OF 150.23 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 33°45'44";
THENCE NORTHWESTERLY,ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF
117.85 FEET TO THE POINT OF TANGENCY, SAID CURVE BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF NORTH 54°53'32" WEST, 116.16 FEET; THENCE NORTH 38°00'39"
WEST, A DISTANCE OF 468.48 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
X:\Scn3cc AvoiabiliMDercloper Agreement Master FiletDereloper AgrcemrnlstAvonlea HrIIs'AGRBc11a W go.Phase I McnI ge JMG.doe
•
•
NORTHEASTERLY, HAVING A RADIUS OF 360.00 FEET AND A CENTRAL ANGLE OF 24°34'51";
THENCE NORTHWESTERLY,ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF
154.45 FEET,SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH
25°43'14" WEST, 153.26 FEET TO THE POINT OF BEGINNING.
AND
(Lots 65 through 82,93 through 119)
A PORTION OF SECTION 26,TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY,FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE NORTH 89°49'46"
EAST,ALONG THE SOUTHERLY LINE OF SAID SECTION 26,A DISTANCE OF 414.54 FEET TO THE
SOUTHEAST CORNER OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS
BOOK 4070, PAGES 484, 489 AND 497, OF THE PUBLIC RECORDS OF CLAY COUNTY,FLORIDA,
SAID CORNER ALSO BEING A POINT ON A CURVE CONCAVE EASTERLY,HAVING A RADIUS OF
14,552.00 FEET AND A CENTRAL ANGLE OF 02°57'51' THENCE, ALONG AND WITH, THE
EASTERLY LINE OF SAID LANDS, THE FOLLOWING THREE(3) COURSES: COURSE#1: ALONG
AND AROUND THE ARC OF SAID CURVE A DISTANCE OF 752.86 FEET TO THE POINT OF
TANGENCY, SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF
NORTH 00°16'58"EAST,752.78 FEET;COURSE#2:THENCE NORTH 01°45'54"EAST,A DISTANCE OF
2354.16 FEET;COURSE#3:THENCE SOUTH 88°14'06"EAST,A DISTANCE OF 448.00 FEET;THENCE
SOUTH 54°51'52"EAST,DEPARTING SAID EASTERLY LINE,A DISTANCE OF 528.34 FEET TO THE
POINT OF BEGINNING, SAID POINT OF BEGINNING ALSO BEING A POINT ON A CURVE
CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 390.00 FEET AND A CENTRAL ANGLE OF
17°58'43"; THENCE SOUTHEASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE A
DISTANCE OF 122.38 FEET TO A POINT ON SAID CURVE,SAID CURVE BEING SUBTENDED BY A
CHORD BEARING AND DISTANCE OF SOUTH 50°51'55" EAST, 121.88 FEET; THENCE SOUTH
29°04'08" WEST, A DISTANCE OF 56.88 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE NORTHEASTERLY,HAVING A RADIUS OF 225.00 FEET AND A CENTRAL ANGLE OF
76°08'12"; THENCE SOUTHEASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE A
DISTANCE OF 298.99 FEET TO THE POINT OF TANGENCY,SAID CURVE BEING SUBTENDED BY A
CHORD BEARING AND DISTANCE OF SOUTH 08°59'58" EAST, 277.47 FEET; THENCE SOUTH
47°04'04" EAST, A DISTANCE OF 149.68 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE NORTHWESTERLY,HAVING A RADIUS OF 130.00 FEET AND A CENTRAL ANGLE OF
128°23'06"; THENCE NORTHEASTERLY, ALONG AND AROUND THE ARC OF SAID CURVE A
DISTANCE OF 291.30 FEET TO THE POINT OF TANGENCY,SAID CURVE BEING SUBTENDED BY A
CHORD BEARING AND DISTANCE OF NORTH 68°44'23" EAST, 234.07 FEET; THENCE NORTH
04°32'51" EAST, A DISTANCE OF 336.75 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 30.00 FEET AND A CENTRAL ANGLE OF
90°00'00" THENCE NORTHEASTERLY ALONG AND AROUND THE ARC OF SAID CURVE A
DISTANCE OF 47.12 FEET, SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND
DISTANCE OF NORTH 49°32'51"EAST,42.43 FEET;THENCE SOUTH 85°27'09"EAST,A DISTANCE
OF 425.45 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY,
HAVING A RADIUS OF 270.00 FEET AND A CENTRAL ANGLE OF 12°17'50"; THENCE
SOUTHEASTERLY,ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF 57.95 FEET
TO THE POINT OF TANGENCY, SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND
DISTANCE OF SOUTH 79°18'15"EAST,57.84 FEET;THENCE SOUTH 73°09'20"EAST,A DISTANCE
OF 165.25 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHWESTERLY,
HAVING. A RADIUS OF 30.00 FEET AND A CENTRAL ANGLE OF 93°24'17'; THENCE
SOUTHEASTERLY ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF 48.91 FEET,
SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 26°27'11"
EAST,43.67 FEET;THENCE SOUTH 20°14'58"WEST,A DISTANCE OF 423.08 FEET TO THE POINT OF
CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 130.00 FEET AND
A CENTRAL ANGLE OF 10°41'O 1"; THENCE SOUTHWESTERLY, ALONG AND AROUND THE ARC
OF SAID CURVE A DISTANCE OF 24.24-FEET TO A POINT OF REVERSE CURVATURE,SAID CURVE
BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 14°54'27" WEST, 24.21
FEET;THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY
HAVING A RADIUS OF 25.00 FEET,THROUGH A CENTRAL ANGLE OF 72°04'26",AN ARC LENGTH
X:1&nice Availohilits\Deeeloper Agreement Master Fildllmloper AgrecmauslAvonlea Hills\A°RBCIW Lap.Phase I Mcritage.JMG.doe
OF 31.45 FEET TO A POINT OF REVERSE CURVATURE, SAID ARC BEING SUBTENDED BY A
CHORD BEARING AND DISTANCE OF SOUTH 45°36'10" WEST, 29.42 FEET; THENCE
SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE NORTHEASTERLY HAVING A
RADIUS OF 50.00 FEET,THROUGH A CENTRAL ANGLE OF 200°58'11",AN ARC LENGTH OF 175.38
FEET TO A POINT OF REVERSE CURVATURE, SAID ARC BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF SOUTH 18°50'42" EAST, 98.33 FEET; THENCE SOUTHEASTERLY
ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET;
THROUGH A CENTRAL ANGLE OF 72°04'26", AN ARC LENGTH OF 31.45 FEET TO A POINT OF
REVERSE CURVATURE,SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE
OF SOUTH 83°17'35"EAST,29.42 FEET;THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 130.00 FEET,THROUGH A CENTRAL ANGLE
OF 20°03'28",AN ARC LENGTH OF 45.51 FEET TO THE POINT OF TANGENCY, SAID ARC BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF SOUTH 57°17'06" EAST, 45.28 FEET;
THENCE SOUTH 67°18'49"EAST,A DISTANCE OF 369.82 FEET;THENCE SOUTH 22°41'l 1"WEST,A
DISTANCE OF 110.85 FEET;THENCE SOUTH 88°06'02"WEST,A DISTANCE OF 21.99 FEET;THENCE
NORTH 67°18'49" WEST, A DISTANCE OF 60.00 FEET; THENCE NORTH 70°06'15" WEST, A
DISTANCE OF 9.61 FEET;THENCE NORTH 70°12'12"WEST,A DISTANCE OF 67.64 FEET;THENCE
NORTH 65°22'29" WEST, A DISTANCE OF 114.66 FEET; THENCE NORTH 73°38'17" WEST, A
DISTANCE OF 96.23 FEET;THENCE NORTH 55°24'41"WEST,A DISTANCE OF 49.12 FEET;THENCE
SOUTH 82°14'07" WEST, A DISTANCE OF 77.78 FEET; THENCE NORTH 59°40'03" WEST, A
DISTANCE OF 103.33 FEET;THENCE NORTH 60°42'58"WEST,A DISTANCE OF 76.70 FEET;THENCE
NORTH 49°03'55"WEST,A DISTANCE OF 45.40 FEET;THENCE NORTH 39°31'06"EAST,A DISTANCE
OF 64.07 FEET; THENCE NORTH 35°26'33" EAST, A DISTANCE OF 91.91 FEET; THENCE NORTH
44°22'53"EAST A DISTANCE OF 71.86 FEET;THENCE NORTH 40°22'58"EAST,A DISTANCE OF 50.76
FEET; THENCE NORTH 22°41'59" EAST, A DISTANCE OF 70.69 FEET; THENCE NORTH 02°12'02"
EAST,A DISTANCE OF 0.78 FEET;THENCE NORTH 20°14'58"EAST,A DISTANCE OF 232.44 FEET;
THENCE NORTH 73°09'20"WEST,A DISTANCE OF 69.74 FEET TO THE POINT OF CURVATURE OF A
CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 150.00 FEET AND A CENTRAL
ANGLE OF 12°17'50"; THENCE NORTHWESTERLY, ALONG AND AROUND THE ARC OF SAID
CURVE A DISTANCE OF 32.19 FEET TO THE POINT OF TANGENCY, SAID CURVE BEING
SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 79°18'15" WEST, 32.13 FEET;
THENCE NORTH 85°27'09"WEST,A DISTANCE OF 335.45 FEET;THENCE SOUTH 04°32'51"WEST,A
DISTANCE OF 246.75 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
NORTHWESTERLY,HAVING A RADIUS OF 250.00 FEET AND A CENTRAL ANGLE OF 128°23'06";
THENCE NORTHEASTERLY,ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF
560.18 FEET TO THE POINT OF TANGENCY, SAID CURVE BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF NORTH 68°44'23" EAST, 450.13 FEET; THENCE NORTH 47°04'04"
WEST, A DISTANCE OF 149.68 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 345.00 FEET AND A CENTRAL ANGLE OF 76°08'12";
THENCE NORTHWESTERLY,ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF
458.45 FEET TO THE POINT OF TANGENCY, SAID CURVE BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF NORTH 08°59'58" WEST, 425.45 FEET; THENCE NORTH 29°04'08"
EAST,A DISTANCE OF 78.18 FEET TO THE POINT OF BEGINNING.
AND
(Amenity Area)
A PORTION OF SECTION 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY,FLORIDA,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26; THENCE NORTH 89°49'46"
EAST,ALONG THE SOUTHERLY LINE OF SAID SECTION 26,A DISTANCE OF 414.54 FEET TO THE
SOUTHEAST CORNER OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS
BOOK 4070,PAGES 484,489 AND 497, OF THE PUBLIC RECORDS OF CLAY COUNTY,FLORIDA,
SAID CORNER ALSO BEING A POINT ON A CURVE CONCAVE EASTERLY,HAVING A RADIUS OF
14,552.00 FEET AND A CENTRAL ANGLE OF 02°57'51"; THENCE ALONG AND WITH THE
EASTERLY LINE OF SAID LANDS,THE FOLLOWING FOUR(4)COURSES:COURSE#1:ALONG AND
AROUND THE ARC OF SAID CURVE A DISTANCE OF 752.86 FEET TO THE POINT OF TANGENCY,
SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 00°16'58"
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•
EAST, 752.78 FEET; COURSE#2: THENCE NORTH 01°45'54"EAST,A DISTANCE OF 2354.16 FEET;
COURSE#3:THENCE SOUTH 88°14'06"EAST,A DISTANCE OF 448.00 FEET;COURSE#4:THENCE
NORTH 01°45'54" EAST, A DISTANCE OF 1334.00 FEET; THENCE NORTH 58°46'04" EAST,
DEPARTING SAID EASTERLY LINE,A DISTANCE OF 122.32 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 44°54'24"EAST,A DISTANCE OF 476.04 FEET;THENCE SOUTH 06°57'29"EAST,A
DISTANCE OF 207.35 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 200.00 FEET AND A CENTRAL ANGLE OF 30°29'00";_
THENCE SOUTHEASTERLY,ALONG AND AROUND THE ARC OF SAID CURVE A DISTANCE OF
106.41 FEET TO A POINT ON SAID CURVE, SAID CURVE BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF SOUTH 22°11'59" EAST, 105.16 FEET; THENCE SOUTH 54°47'53"-
WEST,A DISTANCE OF 248.20 FEET;THENCE SOUTH 74°30'20"WEST,A DISTANCE OF 120.00 FEET
TO A POINT ON A CURVE CONCAVE SOUTHWESTERLY,HAVING A RADIUS OF 320.00 FEET AND
A CENTRAL ANGLE OF 29°35'56';THENCE SOUTHEASTERLY,ALONG AND AROUND THE ARC OF
SAID CURVE A DISTANCE OF 165.31 FEET, SAID CURVE BEING SUBTENDED BY A CHORD
BEARING AND DISTANCE OF SOUTH 30°17'38"EAST, 163.48 FEET TO THE POINT OF BEGINNING.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PROPERTY:
WETLANDS STRIP:
A PORTION OF SECTIONS 23 AND 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY,
FLORIDA AND ALSO BEING A PORTION OF THOSE LANDS DESCRIBED AND RECORDED IN
OFFICIAL RECORDS BOOK 3694,PAGE 15 OF THE PUBLIC RECORDS OF SAID COUNTY,BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF AFORESAID SECTION 23, TOWNSHIP 5 SOUTH,
RANGE 25 EAST AND THENCE RUN NORTH 01°45'21" EAST, ALONG THE WESTERLY LINE OF
SAID SECTION 23,A DISTANCE OF 1649.45 FEET TO AN INTERSECTION WITH THE SOUTHERLY
RIGHT-OF-WAY LINE OF COUNTY ROAD 739-B (ALSO KNOWN AS SANDRIDGE ROAD, AN 80'
RIGHT-OF-WAY AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP
SECTION#71523-2601); THENCE NORTH 89°34'28"EAST,ALONG SAID SOUTHERLY RIGHT-OF-
WAY LINE,A DISTANCE OF 1.17 FEET TO A POINT OF INTERSECTION;THENCE SOUTH 89°25'32"
EAST,CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE,A DISTANCE OF 379.48 TO
AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD No. 23 (A
VARIABLE WIDTH RIGHT-OF-WAY AS PER FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY MAP SECTION#71493);THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY
LINE SOUTH 02°30'54"WEST,ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD No.
23,A DISTANCE OF 433.23 FEET TO A POINT OF INTERSECTION;THENCE SOUTH 01°45'54"WEST,
CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 1665.25 FEET;
THENCE DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE SOUTH 88°15'O1"EAST,A DISTANCE
OF 119.06 TO A NON-TANGENT INTERSECTION WITH THE ARC OF A CURVE BEING CONCAVE
EASTERLY;THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF
540.00 FEET, THROUGH A CENTRAL ANGLE OF 31°21'16", AN ARC DISTANCE OF 295.51 FEET,
SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 19°37'31"EAST,
291.84 FEET TO THE POINT OF TANGENCY OF SAID CURVE;THENCE NORTH 35°18'09"EAST,A
DISTANCE OF 593.62 FEET;THENCE SOUTH 54°41'51"EAST,A DISTANCE OF 80.00 FEET TO THE
POINT OF BEGINNING: THENCE SOUTH 09°17'09" EAST, A DISTANCE OF 373.73 FEET; THENCE
SOUTH 30°29'28" EAST, A DISTANCE OF 437.65 FEET; THENCE SOUTH 14°17'34" EAST, A
DISTANCE OF 669.04 FEET;THENCE SOUTH 43°53'21"EAST,A DISTANCE OF 302.69 FEET;THENCE
SOUTH 89°26'51" EAST, A DISTANCE OF 675.46 FEET; THENCE SOUTH 29°52'27" EAST, A
DISTANCE OF 226.28 FEET;THENCE SOUTH 70°20'59"EAST,A DISTANCE OF 460.63 FEET;THENCE
NORTH 68°40'56" EAST, A DISTANCE OF 135.07 FEET; THENCE SOUTH 51°21'02" EAST, A
DISTANCE OF 399.09 FEET;THENCE SOUTH 37°24'52"WEST;A DISTANCE OF 71.80 FEET;THENCE
NORTH 77°46'48" WEST, A DISTANCE OF 1699.37 FEET; THENCE NORTH 34°12'50" WEST, A
DISTANCE OF 721.03 FEET; THENCE NORTH 54°47'53" EAST, A DISTANCE OF 106.49 FEET TO A
NON-TANGENT INTERSECTION WITH THE ARC OF A CURVE BEING CONCAVE EASTERLY;
THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE, HAVING.A RADIUS OF 220.00
FEET,THROUGH A CENTRAL ANGLE OF 30°16'47",AN ARC DISTANCE OF 116.27 FEET,SAID ARC
BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 22°05'52"WEST, 114.92
FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 13°26'36" WEST, A
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DISTANCE OF 177.07 FEET; THENCE SOUTH 44°54'24" WEST, A DISTANCE OF 143.87 FEET;
THENCE NORTH 39°25'20"WEST,A DISTANCE OF 710.23 FEET;THENCE NORTH 35°18'09"EAST,A
DISTANCE OF 593.62 FEET TO THE POINT OF BEGINNING.
LESS AND EXCEPT THE FOLLOWING DESCRIBED PROPERTY:
Any property north of the southern boundary lines of the following lands:
(Commercial Parcel)
A PORTION OF SECTIONS 23 AND 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY,
FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
FOR A POINT OF REFERENCE,COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 26;
THENCE NORTH 89°50'00" EAST, ALONG THE SOUTHERLY LINE OF SAID SECTION 26, A
DISTANCE OF 428.36 FEET TO A POINT ON THE EASTERLY LINE OF THOSE LANDS DESCRIBED
AS PARCEL 180,PART"A" AND RECORDED IN OFFICIAL RECORDS BOOK 4074, PAGE 2039, OF
THE PUBLIC RECORDS OF CLAY COUNTY,FLORIDA AND A POINT ON A CURVE TO THE RIGHT,
HAVING A RADIUS OF 14,552.00 FEET;THENCE NORTHERLY,ALONG SAID EASTERLY LINE AND
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 02°57'50",AN ARC DISTANCE OF
752.74 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 00°11'14"EAST,752.66 FEET TO
THE POINT OF TANGENCY; THENCE NORTH O1°40'09" EAST, CONTINUING ALONG SAID
EASTERLY LINE, A DISTANCE OF 4258.77 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUE NORTH 01°40'09"EAST,ALONG SAID EASTERLY LINE,A DISTANCE OF 1667.42 FEET;
THENCE NORTH 02°25'09"EAST,ALONG SAID EASTERLY LINE,A DISTANCE OF 431.53 FEET TO A
POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF COUNTY ROAD NUMBER 739-B (AN 80
FOOT RIGHT OF WAY PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP
SECTION 71523-2601);THENCE SOUTH 89°25'37"EAST,ALONG SAID SOUTHERLY RIGHT OF WAY
LINE,A DISTANCE OF 806.94 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT,
HAVING A RADIUS OF 1472.39 FEET; THENCE NORTHEASTERLY, ALONG THE ARC OF SAID
CURVE,THROUGH A CENTRAL ANGLE OF 21°3 8'19",AN ARC DISTANCE OF 556.07 FEET AND A
CHORD BEARING AND DISTANCE OF NORTH 79°45'14"EAST,552.77 FEET TO A POINT OF NON-
TANGENCY, SAID POINT BEING ON THE EASTERLY LINE OF THOSE LANDS DESCRIBED AND
RECORDED IN OFFICIAL RECORDS BOOK 3694,PAGE 15, OF SAID PUBLIC RECORDS; THENCE
SOUTH 17°51'05"EAST,ALONG SAID EASTERLY LINE,A DISTANCE OF 1067.34 FEET; THENCE
NORTH 89°25'37" WEST, A DISTANCE OF 791.49 FEET; THENCE SOUTH 35°18'09" WEST, A
DISTANCE OF 576.25 FEET;THENCE NORTH 54°41'51"WEST,A DISTANCE OF 82.43 FEET;THENCE
SOUTH 3 5°18'09"WEST,A DISTANCE OF 595.10 FEET TO THE POINT OF CURVATURE OF A CURVE
TO THE LEFT, HAVING A RADIUS OF 540.00 FEET; THENCE SOUTHERLY, ALONG THE ARC OF
SAID CURVE, THROUGH A CENTRAL ANGLE OF 31°23'03", AN ARC DISTANCE OF 295.79 FEET
AND A CHORD BEARING AND DISTANCE OF SOUTH 19°36'38"WEST,292.10 FEET TO A POINT OF
NON-TANGENCY;THENCE NORTH 88°15'O1"WEST,A DISTANCE OF 111.20 FEET TO THE POINT
OF BEGINNING.
AND
(Wetlands Strip):
A PORTION OF SECTIONS 23 AND 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY,
FLORIDA AND ALSO BEING A PORTION OF THOSE LANDS DESCRIBED AND RECORDED IN
OFFICIAL RECORDS BOOK 3694,PAGE 15 OF THE PUBLIC RECORDS OF SAID COUNTY,BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF AFORESAID SECTION 23, TOWNSHIP 5 SOUTH,
RANGE 25 EAST AND THENCE RUN NORTH 01°45'21"EAST,ALONG THE WESTERLY LINE OF SAID
SECTION 23,A DISTANCE OF 1649.45 FEET TO AN INTERSECTION WITH THE SOUTHERLY RIGHT-
OF-WAY LINE OF COUNTY ROAD 739-B(ALSO KNOWN AS SANDRIDGE ROAD,AN 80'RIGHT-OF-
WAY AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP SECTION
#71523-2601);THENCE NORTH 89°34'28"EAST,ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE,A
DISTANCE OF 1.17 FEET TO A POINT OF INTERSECTION; THENCE SOUTH 89°25'32" EAST,
CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, A DISTANCE OF 379.48 TO AN
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INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD No.23(A VARIABLE
WIDTH RIGHT-OF-WAY AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
MAP SECTION #71493); THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH
02°30'54" WEST, ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD No. 23, A
DISTANCE OF 433.23 FEET TO A POINT OF INTERSECTION; THENCE SOUTH 01°45'54" WEST,
CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 1665.25 FEET;
THENCE DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE SOUTH 88°15'O1"EAST,A DISTANCE
OF 119.06 TO A NON-TANGENT INTERSECTION WITH THE ARC OF A CURVE BEING CONCAVE
EASTERLY;THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF
540.00 FEET,THROUGH A CENTRAL ANGLE OF 31°21'16",AN ARC DISTANCE OF 295.51 FEET,SAID
ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 19°37'31" EAST,
291.84 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 35°18'09"EAST,A
DISTANCE OF 593.62 FEET; THENCE SOUTH 54°41'51"EAST,A DISTANCE OF 80.00 FEET TO THE
POINT OF BEGINNING: THENCE SOUTH 09°17'09" EAST, A DISTANCE OF 373.73 FEET; THENCE
SOUTH 30°29'28"EAST,A DISTANCE OF 437.65 FEET;THENCE SOUTH 14°17'34"EAST,A DISTANCE
OF 669.04 FEET; THENCE SOUTH 43°53'21" EAST, A DISTANCE OF 302.69 FEET; THENCE SOUTH
89°26'51" EAST, A DISTANCE OF 675.46 FEET; THENCE SOUTH 29°52'27" EAST, A DISTANCE OF
226.28 FEET; THENCE SOUTH 70°20'59" EAST, A DISTANCE OF 460.63 FEET; THENCE NORTH
68°40'56" EAST, A DISTANCE OF 135.07 FEET; THENCE SOUTH 51°21'02" EAST, A DISTANCE OF
399.09 FEET; THENCE SOUTH 37°24'52" WEST; A DISTANCE OF 71.80 FEET; THENCE NORTH
77°46'48"WEST,A DISTANCE OF 1699.37 FEET;THENCE NORTH 34°12'50"WEST,A DISTANCE OF
721.03 FEET;THENCE NORTH 54°47'53"EAST,A DISTANCE OF 106.49 FEET TO A NON-TANGENT
INTERSECTION WITH THE ARC OF A CURVE BEING CONCAVE EASTERLY; THENCE RUN
NORTHERLY ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 220.00 FEET,THROUGH A
CENTRAL ANGLE OF 30°16'47",AN ARC DISTANCE OF 116.27 FEET,SAID ARC BEING SUBTENDED
BY A CHORD BEARING AND DISTANCE OF NORTH 22°05'52"WEST, 114.92 FEET TO THE POINT OF
TANGENCY OF SAID CURVE; THENCE NORTH 13°26'36" WEST, A DISTANCE OF 177.07 FEET;
THENCE SOUTH 44°54'24"WEST,A DISTANCE OF 143.87 FEET;THENCE NORTH 39°25'20"WEST,A
DISTANCE OF 710.23 FEET;THENCE NORTH 35°18'09"EAST,A DISTANCE OF 593.62 FEET TO THE
POINT OF BEGINNING.
AND
(Road F-Pit Portion)
A PORTION OF SECTION 26, TOWNSHIP 5 SOUTH, RANGE 25 EAST, CLAY COUNTY, FLORIDA
AND ALSO BEING A PORTION OF THOSE LANDS DESCRIBED AND RECORDED IN OFFICIAL
RECORDS BOOK 4523, PAGE 322 OF THE PUBLIC RECORDS OF SAID COUNTY, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE.SOUTHWEST CORNER OF AFORESAID SECTION 23, TOWNSHIP 5 SOUTH,
RANGE 25 EAST AND THENCE RUN NORTH 01°45'21" EAST, ALONG THE WESTERLY LINE OF
SAID SECTION 23,A DISTANCE OF 1649.45 FEET TO AN INTERSECTION WITH THE SOUTHERLY
RIGHT-OF-WAY LINE OF COUNTY ROAD 739-B (ALSO KNOWN AS SANDRIDGE ROAD, AN 80'
RIGHT-OF-WAY AS PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP
SECTION#71523-2601); THENCE NORTH 89°34'28"EAST,ALONG SAID SOUTHERLY RIGHT-OF-
WAY LINE,A DISTANCE OF 1.17 FEET TO A POINT OF INTERSECTION;THENCE SOUTH 89°25'32"
EAST,CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE,A DISTANCE OF 379.48 TO
AN INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD No. 23 (A
VARIABLE WIDTH RIGHT-OF-WAY AS PER FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY MAP SECTION#71493);THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY
LINE SOUTH 02°30'54"WEST,ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD No.
23,A DISTANCE OF 433.23 FEET TO A POINT OF INTERSECTION;THENCE SOUTH 01°45'54"WEST,
CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 1665.25 FEET:
THENCE DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE SOUTH 88°15'01"EAST,A DISTANCE
OF 119.06 TO A NON-TANGENT INTERSECTION WITH THE ARC OF A CURVE BEING CONCAVE
EASTERLY;THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF
540.00 FEET, THROUGH A CENTRAL ANGLE OF 31°21'16", AN ARC DISTANCE OF 295.51 FEET,
SAID ARC BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 19°37'31"EAST,
291.84 FEET TO THE POINT OF TANGENCY OF SAID CURVE;THENCE NORTH 35°18'09"EAST,A
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DISTANCE OF 593.62 FEET;THENCE SOUTH 54°41'51"EAST,A DISTANCE OF 80.00 FEET;THENCE
SOUTH 35°18'09" WEST, A DISTANCE OF 593.62 FEET; THENCE SOUTH 39°25'20" EAST, A
DISTANCE OF 710.23 FEET; THENCE NORTH 44°54'24" EAST, A DISTANCE OF 143.87 FEET;
THENCE SOUTH 13°26'36"EAST,A DISTANCE OF 177.07 FEET TO A POINT OF CURVATURE OF A
CURVE BEING CONCAVE EASTERLY; THENCE RUN SOUTHERLY AROUND THE ARC OF SAID
CURVE,HAVING A RADIUS OF 220.00 FEET,THROUGH A CENTRAL.ANGLE OF 30°16'47",AN ARC
DISTANCE OF 116.27 FEET, SAID ARC BEING SUBTENDED BY A CHORD BEARING AND
DISTANCE OF SOUTH 22°05'52" EAST, 114.92 FEET TO A POINT OF NON-TANGENCY; THENCE
SOUTH 54°47'53" WEST, A DISTANCE OF 106.49 FEET; THENCE SOUTH 34°12'50" EAST, A
DISTANCE OF 721.03 FEET; THENCE SOUTH 77°46'48" EAST, A DISTANCE OF 1699.37 FEET;
THENCE NORTH 37°24'52"EAST,A DISTANCE OF 71.80 FEET TO AN INTERSECTION WITH THE
SOUTHWESTERLY LINE OF AFORESAID LANDS RECORDED IN OFFICIAL RECORDS BOOK 4523,
PAGE 322 OF AFORESAID PUBLIC RECORDS AND THE POINT OF BEGINNING: THENCE
CONTINUE NORTH 37°24'52"EAST,A DISTANCE OF 735.44 FEET TO AN INTERSECTION WITH THE
NORTHEASTERLY LINE OF THOSE LANDS RECORDED IN OFFICIAL RECORDS BOOK 3694,PAGE
15 OF AFORESAID PUBLIC RECORDS;THENCE SOUTH 51°21'02"EAST,ALONG LAST SAID LINE,A
DISTANCE OF 60.01 FEET TO THE MOST EASTERLY CORNER THEREOF;THENCE SOUTH 37°24'52"
WEST,ALONG THE SOUTHEASTERLY LINE OF SAID LANDS RECORDED IN OFFICIAL RECORDS
BOOK 3694,PAGE 15,A DISTANCE OF 735.44 FEET TO THE SOUTHWESTERLY CORNER OF SAID
LANDS RECORDED IN OFFICIAL RECORDS BOOK 4523, PAGE 322; THENCE NORTH 51°21'02"
• WEST,ALONG THE SOUTHWESTERLY LINE OF LAST SAID LANDS,A DISTANCE OF 60.01 FEET
TO THE POINT OF BEGINNING.
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EXHIBIT "B"
REUSE POLICY
PAGE 1 OF 2
Effective Date-Thirty (30) days after Board's approval of the policy, for all developments that have not
met the filing requirements of the County's Zoning Department,which requires each new development to be
reviewed by the Development Review Committee (DRC), or for those developments not requiring DRC
approval,which have been quoted charges to connect to the Clay County Utility Authority's(CCUA)water
and/or wastewater systems within twelvemonths prior to the effective date of the reuse policy. A filing for
a DRC meeting,which is incomplete as of the effective date of this policy, shall not be considered as filed
timely for the prior policy to apply.
If the developer has not commenced substantial construction on his project, which was filed with
DRC prior to the effective date of this policy,within fifteen months after the effective date of the policy,
then said development shall come under the provisions of this policy.
Applicability - This policy will be applicable to all developments that file for a Development Review
Committee review after the effective date of this policy. This shall include:
A. Developments occurring under Development of Regional Impact(DRI) agreements which
may not be technically required to install residential reuse,but who choose to do so in settlement of minor
and/or major modifications to the structure and composition of developments within the DRI.These shall be
regulated and charged under this proposed policy and effective date criteria the same as all other
developments.
B. Exceptions to the applicability of this policy and/or effective date are as follows:
to 1. Developments occurring under DRI agreements or Florida Quality Development
(FQD) agreements, which are not required by said agreement to install residential
reuse and who do not volunteer to provide residential reuse piping systems.
2. Developments which, as of the date of enactment of this policy, own and maintain
their own reuse pumping plant and purchase bulk service from the CCUA.
3. Developments which have prepaid connection fees prior to January 1, 1998, at a
prior approved rate and still have an inventory of prepaid connections, shall be
exempt until such prepaid connections are used up.
4. Developments and/or communities that own, operate and maintain their own reuse
infrastructure as of January 1, 1998.
Developments Required to Install Wastewater Effluent Reuse Piping Systems and Take Reuse Water
When it is Available-All developments occurring after the effective date of this policy will be reviewed by
the CCUA staff for feasibility of the installation of a reuse piping system for irrigation purposes.These shall
include commercial,public facilities, industrial, as well as residential developments.
Summary of Criteria to be Utilized by Staff to Evaluate and Determine if Reuse Piping Systems will
be Required -
(1) Financial feasibility of extending a trunk main to an area at that time,or some planned future
date, to provide reuse water to the proposed reuse system. This item shall consider the size of the
development, distance to nearest master planned reuse trunk main or planned reuse plant, remaining
developable property in the area,complexity of existing development of area which trunk mains must pass
through, natural geographical barriers (or obstacles), environmental damage, etc.
X:1Sem.AvailaInh Developer Agreement Master FaletDeveloper.Agmemcros Avonlea Hills AGltBella lago.Phase I Meritage.3MG.doe
EXHIBIT "B"
REUSE POLICY
PAGE 2 OF 2
(2) Remaining developable land in the area(new area with very little existing development and
much growth potential will be considered more feasible than an already built-out area).
(3) Availability of adequate reuse water within a reasonable time to service the reuse system.
(4) CCUA's budgetary restraints.
(5) Length of time before a reuse plant or pump station is expected to be built in the area.
Surcharge for Developments not required to Install Reuse Piping Systems - Due to the built-out
condition of certain geographical areas and the other evaluation of feasibility considerations noted above,it
will not be practical to require all areas to install reuse piping systems. All developments that are not
required to install the reuse system shall pay a surcharge per ERC as its share of the burden of the reuse
system installations at a rate set forth in the "proposed charges for service availability".
Requirement for Installation of an Automatic Sprinkler System-All developments where reuse piping
systems are required shall install or require the installation of an automatic sprinkler irrigation system
acceptable to CCUA for the development of each separate parcel(lot)within the development. Such on-site
systems shall utilize color-coded pipe for reuse water,functional rain sensors,and automatic controllers and
timers.
Approval of Sprinkler Irrigation Contractors - It is deemed by CCUA to be important that sprinkler
irrigation contractors,who connect to the reuse system,be thoroughly educated with regard to reuse systems
to in an effort to eliminate any potential cross connection with the potable water system. In this regard, all
irrigation contractors installing irrigation systems in conjunction with this reuse program must prequalify
with CCUA by providing their credentials and passing a qualification interview with CCUA's staff for the
purpose of demonstrating knowledge of the key issues regarding use of reuse water. A current certificate of
insurance,acceptable to CCUA,naming the CCUA as an additional insured shall be on file at all times with
the CCUA.
Requirement for Payment of Reuse Base Facility Charge-All customer classes that have reuse piping
systems available shall be required to pay the Base Facility Charge for reuse water whether they use the
reuse water or not.
Requirement for Reuse Meter-All customer classes that have reuse piping systems available shall pay for
the installation of a reuse meter at the same time the domestic meter is requested.
Wells-All developments where reuse piping systems are installed shall prohibit the installation of wells for
irrigation purposes.
Responsibility for Design and Installation of Reuse Piping Systems - Where reuse piping systems are
required,the design engineer for the project shall design,at Developer's expense,the reuse piping system for
the development and any reasonable trunk mains necessary to connect to the nearest source of reuse water,
and developer,shall install said system at its expense. The CCUA's existing policy regarding cost sharing for
oversized mains,refundable agreements,plan review and approval,and adherence to CCUA's specifications
and details,shall apply to these reuse piping systems,the same as the potable water distribution systems and
wastewater collection systems.
X:\Servioe Availabilitv\Developer Agreement Master File\Developer AgreemeatstAvonlea Hi11s'AGR.Bella Lego.Phase I Montage.JMG.doe
EXHIBIT "C"
DESCRIPTION OF APPROVED CONSTRUCTION PLANS
(Less and except plans to be replaced due to minor changes required)
Project: Bella Lago,Phase 1
Engineer: Andrew A.Holley,P.E.
England—Thims&Miller, Inc.
14775 Old St.Augustine Road
Jacksonville,Florida 32258
Job Number: 20-213
Date: September 2021
Engineer Description Approved
Drawing Number Plan Date
1 Cover Sheet 05/04/2022
lA Engineer Signature Sheet 05/04/2022
2A-2B General Notes 05/04/2022
1 Master Site Plan 05/04/2022
4A-4T Geometry Plan 05/04/2022
5 Pre-Development Drainage Map 05/04/2022
6 Post Development Drainage Map 05/04/2022
7A-7T Paving and Drainage Plan 05/04/2022
to 8A-8T Neighborhood Grading Plan 05/04/2022
9 Master Utility Plan 05/04/2022
9A-9T Water and Sewer Plan 05/04/2022
10A-10G Roadway Profile 05/04/2022
11A-11D Force Main Profile 05/04/2022
12A-12E Cross Sections 05/04/2022
13A-13F Paving and Drainage Details 05/04/2022
14A CCUA Standard Specifications 05/04/2022
14B-14E CCUA Water Details 05/04/2022
14F CCUA Sewer Details 05/04/2022
14G-14H CCUA Water Details 05/04/2022
14I CCUA Pump Station 05/04/2022
14J CCUA Pump Station Electrical 05/04/2022
14K CCUA Utility Cross Section 05/04/2022
15 Erosion and Sediment Control Plan 05/04/2022
16 Erosion and Sediment Control Details 05/04/2022
15 Stormwater Pollution Prevention Plan 05/04/2022
15 Stormwater Pollution Prevention Contractors Certification 05/04/2022
19A-19B Sleeving Plan 05/04/2022
LC-00—LC-24 Landscape Cover,Code Summary,Plan, Specifications and Details 05/04/2022
TM-01 Tree Mitigation Plan 05/04/2022
TM-02-TM-03 Tree Tables 05/04/2022
HB-01 —HB-23 Hose Bibb Plan, Specifications and Details 05/04/2022
X:\Service AvaiabilirylDeveloper Agreement Master File\Developer AgreemrnBWvoolca Hills\4GR.Rd1a Wgo,Fbase 1 Meritage.7MG.doc
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Disclaimer:The information displayed on this drawing or sheet is for a general visual representation purposes only.The drawing is based upon numerous sources of public
information which include but are not limited to Clay County Property Appraisers, FDOT, SJRWMD, and the Clay County Utility Authority's (CCUA)own records.All
information included in the drawing is general in nature and not site specific.Any dimensions or other information is approximate and needs to be field verified.CCUA does
not offer any guarantees,certifications,or warranties,either expressed or implied,in regards to the accuracy of the information represented on these drawings.The drawing `�.
is not a survey and should not be construed in any manner as such.By receiving this drawing,the recipient is agreeing to hold CCUA harmless for any errors or omissions
_-
which may be present in this drawing.All interested parties are strongly encouraged to engage a Professional Surveyor and Mapper licensed in the State of Florida to field
verify all site,property,infrastructure,and utility information prior to any decisions or actions.
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Co(JNT Title:
A, Clay County Utility Authority CCUA Web Map
3176 Old Jennings Road Info:
Middleburg, Florida 32068-3907 — Water Features
Prepared by CCUAGIS Portal
G Phone 904 272 5999 MI Gravity Sewer Features
I� �t 9/26/2022,4:57:16 PM li Forced Sewer Features
Q. Conservation.Commitment.Communhy.
STY gUTH� 1 inch = 1,500 feet = Reclaimed Features