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Home My WebLink AboutORD 2021-60 - GVPID Assessment PlanORDINANCE NO. ZH,0b AN ORDINANCE APPROVING AND ADOPTING THE FINAL 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN AND THE FINAL 2021 ASSESSMENT ROLL (TO BE KEPT ON FILE WITH THE CITY SECRETARY); ESTABLISHING CLASSIFICATIONS FOR THE APPORTIONMENT OF COSTS AND THE METHODS OF ASSESSING SPECIAL ASSESSMENTS FOR THE SERVICES AND IMPROVEMENTS TO PROPERTY IN THE GEORGETOWN VILLAGE PUBLIC IMPROVEMENT DISTRICT NO.1; CLOSING THE HEARING AND LEVYING ASSESSMENTS FOR THE COST OF CERTAIN SUPPLEMENTAL SERVICES AND IMPROVEMENTS TO BE PROVIDED IN THE DISTRICT DURING 2022; FIXING CHARGES AND LIENS AGAINST THE PROPERTY IN THE DISTRICT AND AGAINST THE OWNERS THEREOF; PROVIDING FOR THE COLLECTION OF THE ASSESSMENTS; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City of Georgetown, Texas (the "City") is authorized under Chapter 372 of the Texas Local Government Code to create a public improvement district within its corporate limits and within its extraterritorial jurisdiction; and WHEREAS, on February 23, 1999, the City Council first authorized and created the Georgetown Village Public Improvement District No.1 (the "District"), as a public improvement district by Resolution No. 990223-N; and WHEREAS, from 2001 to 2014, the City Council authorized the inclusion of additional real property into the District pursuant to Resolution Numbers 050801-AA-1, 032602-R, 040803- V-2, 011309-JJ, 062612-M, and 072214-R, a Georgetown Village PID Boundary Map of which is attached hereto as Exhibit "A" showing the total combined area of approximately 391.83 acres; and WHEREAS, on July 13, 2021, the City Council authorized a public hearing to be held on August 10, 2021, to receive comments on the proposed 2021 Amended and Restated Service and Assessment Plan, Levy of Assessment, and approval of the final 2022 Service Plan; and WHEREAS, the City desired by the calling and holding of such public hearing to provide a reasonable opportunity for owners of property located in the District to speak for or against the assessment against real property and real property improvements exclusive of public rights -of - way, and to continue funding for the District for the purpose of providing supplemental services and improvements; and Ordinance No. qpu -" ( U Description: Geor etawn Village PID Final 2021 Amended and Restated Service and Assessment Plan Date Approved: 2 { Page 1 of 4 ip WHEREAS, the City Council desires to authorize and adopt the Assessment Roll that was filed with the City Secretary and subject to public inspection in the City's official records prior to the public hearing; and WHEREAS, the City Council finds that the Service Plan and Assessment Plan are feasible and sound and will serve the needs and desires of the property owners, and that the assessment rate for the service area in the District is $0.14 per $100.00 of appraised value, as determined by the Williamson Central Appraisal District (WCAD), of the property or improvements to the property located in the District; are reasonable and adequate. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GEORGETOWN, TEXAS, THAT: SECTION 1. All matters stated in the preamble of this Ordinance are found to be true and correct and are incorporated into the body of this Ordinance as if copied in their entirely. SECTION 2. The action of the City Council closing the August 10, 2021, public hearing in these proceedings is hereby ratified and confirmed. SECTION 3.. The proposed method of assessment, which specifies included or excluded classes of assessable property, is based on the value of the real property and real property improvements as determined by the WCAD. Public rights -of -way, City of Georgetown property and properties otherwise exempt from ad valorem taxes are exempt from assessment. The assessment rate to be billed in 2021 for the service area in the District is $0.14 per $100.00 of appraised valuation. SECTION 4.. The City Council hereby authorizes and adopts the final 2022 Service Plan, the final 2021 Assessment Roll (to be kept on file with the City Secretary), and the Assessment Plan, attached hereto and incorporated herein as Exhibit "B". SECTION 5.. The City Council hereby finds that written notice of the date, hour, place, and purpose of the meeting at which this Ordinance was adopted was posted and that such meeting was open to the public as required by law at all times during which this Ordinance and its subject matter were discussed, considered, and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended, and the Public Improvements Assessment Act. SECTION 6.. The City Council finds that the assessments as set forth in the Assessment Plan should be made and levied against the respective parcels of land within the District and Ordinance No. 7DZ1 — 4G 6 Description: Geor etown Village PID Final 2021 Amended and Restated Service and Assessment Plan Date Approved: 1 Page 2 of 4 against the owners thereof, and are substantially in proportion to the benefits to the respective parcels of land by means of maintenance of improvements in the District for which such assessments are levied. The assessments establish substantial justice and equality and uniformity between the respective owners to the respective properties and between all parties concerned considering the benefits received and burdens imposed. The Council further finds that in each case the property assessed is specially benefited by means of the improvements in the District, and further finds that the apportionment of the cost of the services is in accordance with the law in force in this City and State, and the proceedings of this City heretofore conducted with reference to the formation of the District and the imposition of the assessments for the improvements are in all respects valid and regular. SECTION T. There is hereby levied and assessed against the parcels of property within the District, and against the real and true owners thereof (whether such owners be correctly named or not), the sums of the money as listed in the Assessment Roll on file with the City Secretary and subject to public inspection, and the several amounts assessed against the same, and the owners thereof at the assessment rate of $0.14 per $100.00 of appraised value. SECTION 8.. The assessments above mentioned and assessed against the parcels of property and the owners thereof, plus penalties and interest in the same amount as stated in Section 33.01 et seq. of the Texas Tax Code, together with reasonable attorney's fees and costs of collection, if incurred, are hereby a first, prior, and superior lien upon the respective parcels of property against which the same are assessed, and a personal liability and charge against the owners of such property, whether such owners be named herein or not, and the liens constitute the first enforceable lien and claim against the property on which such assessments are levied, and shall be superior to all other liens and claims except State, County, School District, and City ad valorem taxes. SECTION 9.. Where more than one person or entity owns an interest in any final platted residential lot, each such person or entity shall be personally liable only for his, her, or its pro rata share of the total assessment based on his, her, or its proportionate ownership interest of the lot, and that interest in the lot may be released from the assessment lien upon payment of such proportionate sum. SECTION 10. If default be made in the payment of any of the sums hereby assessed against the property owners and their property, collection thereof, including penalties and interest authorized in Section 8 above, costs, and attorney's fees, shall be enforced by suit in any Court having jurisdiction or by lien foreclosure or both. SECTION 11 _ All assessments levied are a personal liability and charge against the owners of the premises described even if such owners are not named, or are incorrectly named. Ordinance No. ZOz.t — (0 V Description: Gear etown Village PID Final 2021 Amended and Restated Service and Assessment Plan Date Approved: i' 2 Page 3 of 4 SECTION 12.. The assessments herein levied are made and levied under and by virtue of the terms, powers and provisions of the Public Improvement District Assessment Act, Chapter 372 of the Texas Local Government Code, as amended. SECTION 13.. If any provision of this Ordinance or application thereof to any person or circumstance shall be held invalid, such invalidity shall not affect the other provisions of this Ordinance which can be given effect without the invalid provision, and the provisions of this Ordinance are hereby declared to be severable. SECTION 14.. The Mayor is hereby authorized to sign this ordinance and the City Secretary to attest. This Ordinance shall take effect upon its passage in accordance with State Law and the City Charter. READ and APPROVED on First Reading on the 10t". day of August, 2021. READ and APPROVED on Second Reading on the 24th. day of August, 2021. ATTEST: Robyn Dens ra City Secretary APPROVED AS TO FORM: SkyAiassoP City Attorney Ordinance No. 7-0Z L - (ac) Description: Geor town Village PID Final 2021 Amended and Restated Service and Assessment Plan Date Approved:Z Page 4 of 4 Z r2i LL .y�X ISO A 0 0 CC C OLLj a N v bD J Y a+ m o 0 0 0 0 0 G w o a 3 a c O k � r�i is-4s G EO f,G ETOW N TLXAS Georgetown Village Public Improvement District No. 1 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN AUGUST 24, 2021 TABLE OF CONTENTS Tableof Contents........................................................................................,...............................1 Introduction................................................................................................................................2 SectionI: Definitions...................................................................................................................4 SectionII: The District.................................................................................................................7 Section III: Authorized Improvements and Annual Collection Costs.............................................7 SectionIV: Service Plan...............................................................................................................9 Section V: Assessment Plan.........................................................................................................9 Section VI: Terms of the Assessments....................................................................................._ 10 Section VI I: Assessment Roll...................................................................................................._ 11 Section Vill: Additional Provisions.............................................................................................11 Section IX: Additional Updates..................................................................................................12 Exhibits.....................................................................................................................................16 ExhibitA —Assessment Roll.......................................................................................................17 ExhibitB —Service Plan.............................................................................................................46 Exhibit C-1— Operations and Maintenance Budget...................................................................47 Exhibit C-2 — Parks Replacement Schedule................................................................................48 Exhibit D-1— District Boundary Map..........................................................................................51 Exhibit D-2 — Parks, Landscapes, Mowing, and Pond Maintenance Map....................................52 Exhibit D-3 — Streets Signage Map.............................................................................................53 Exhibit D-4—Shell Road Landscape Screening Map...................................................................54 Exhibit D-5 — Rosedale and Village Commons Entries Landscape Map.......................................55 Exhibit D-6 —Westbury and Bellaire Entries Landscape Map.....................................................56 Exhibit D-7 —Sycamore Entry Landscape Map...........................................................................57 ExhibitD-8—Trails Map.........................................................................................................58 Exhibit E — Legal Description......................................................................................................59 GEORGETOWN VILLAGE PID NO. 1 1 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN INTRODUCTION On February 23, 1999, after due process, the City Council passed Resolution No. 990223-N approving and authorizing the creation of the District to finance the costs of Authorized Improvements and to fund the cost of the maintenance of the Public Improvements for the Assessed Property within the District. On April 27, 1999, after due process, the City Council approved the SAP for the District by adopting Ordinance No. 99-22, which approved the levy of the Operations and Maintenance Assessment for Assessed Property within the District. From 2001 to 2014, after due process, the City Council authorized the inclusion of additional real property into the District pursuant to Resolution No. 050801-AA-1, 032602-R, 040803-V-2, 011309-JJ, 062612-M, and 072214-R for the total combined area of approximately 391.83 acres. On September 27, 2016, after due process, the City Council approved the annual service and assessment plan update by approving Ordinance No. 2016-61, which provided terms for the Operations and Maintenance Assessment to finance the costs of Authorized Improvements and to fund the cost of the maintenance of the Public Improvements for the Assessed Property within the District and approved the levy of Assessments and Assessment Roll for Operations and Maintenance Costs and Annual Collection Costs. On August 22, 2017, after due process, the City Council approved the annual service and assessment plan update by approving Ordinance No. 2017-46, which provided terms for the Operations and Maintenance Assessment to finance the costs of Authorized Improvements and to fund the cost of the maintenance of the Public Improvements for the Assessed Property within the District and approved the levy of Assessments and Assessment Roll for Operations and Maintenance Costs and Annual Collection Costs. On August 28, 2018, after due process, the City Council approved the annual service and assessment plan update by approving Ordinance No. 2018-46, which provided terms for the Operations and Maintenance Assessment to finance the costs of Authorized Improvements and to fund the cost of the maintenance of the Public Improvements for the Assessed Property within the District and approved the levy of Assessments and Assessment Roll for Operations and Maintenance Costs and Annual Collection Costs. On September 10, 2019, after due process, the City Council approved the annual service and assessment plan update by approving Ordinance No. 2019-68, which provided terms for the Operations and Maintenance Assessment to finance the costs of Authorized Improvements and GEORGETOWN VILLAGE PID NO. 1 2 2021 AMENDED AND RESTATED 0&M SERVICE AND ASSESSMENT PLAN to fund the cost of the maintenance of the Public Improvements for the Assessed Property within the District and approved the levy of Assessments and Assessment Roll for Operations and Maintenance Costs and Annual Collection Costs. On September 8, 2020, after due process, the City Council approved the annual service and assessment plan update by approving Ordinance No. 2020-56, which provided terms for the Operations and Maintenance Assessment to finance the costs of Authorized Improvements and to fund the cost of the maintenance of the Public Improvements for the Assessed Property within the District and approved the levy of Assessments and Assessment Roll for Operations and Maintenance Costs and Annual Collection Costs. On July 13, 2021, the City Council approved Resolution No. 071321-AD accepting the preliminary O&M Service and Assessment Plan which set forth the estimated costs and provides terms for the Operations and Maintenance Assessment to finance the costs of Authorized Improvements and to fund the cost of the maintenance of the Public Improvements for the Assessed Property, and the proposed Assessment Roll to be levied against each parcel and place it on file on of the City Secretary and authorize a public hearing to be called to consider the proposed assessment and to authorize to mailing the public notice in accordance with the PID Act. On August , 2021, the City Council approved the 0&M Service and Assessment Plan and levied Operations and Maintenance Assessment to finance the costs of Authorized Improvements and to fund the cost of the maintenance of the Public Improvements by approving Ordinance No. . The SAP identified the Authorized Improvements to be funded by the District, the costs of the Authorized Improvements, the Operation and Maintenance Costs, the manner of assessing the property specially benefited. The City also adopted an Assessment Roll identifying the Assessment on each Lot within the District, based on the method of assessment identified in the SAP. This O&M Services and Assessment Plan serves to levy the Operations and Maintenance Assessment and associated Annual Collection Costs, creating a lien against Assessed Property within the District to finance the costs of Authorized Improvements and fund the cost of the maintenance of the Public Improvements, and serves as the 2021 O&M Annual Service Plan Update in accordance with the PID Act. GEORGETOWN VILLAGE PID NO. 1 3 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN SECTION I: DEFINITIONS "Administrator" means the City or independent firm designated by the City who shall have the responsibilities provided in this O&M Service and Assessment Plan. The current Administrator is P3Works, LLC. "Annual Collection Costs" mean the actual or budgeted costs and expenses related to (1) preparation of updates to this O&M Service and Assessment Plan; (2) the performance of any duties or obligations imposed by this O&M Service and Assessment Plan related to (i) the collection and application of Operations and Maintenance Assessments, or (ii) the use of the foregoing to pay the Annual Installments; and (3) the maintenance of books and records. "Annual Installment" means the annual installment payment of the Operations and Maintenance Assessment as calculated by the Administrator and approved by the City Council, plus Annual Collection Costs. "Assessed Property" means any Parcel within the District other than Non -Assessed Property against which an Operations and Maintenance Assessment is levied. "Assessment Ordinance" means an ordinance adopted by the City Council in accordance with the PID Act that levies the Operations and Maintenance Assessments. "Assessment Plan" means the methodology employed to assess the Operations and Maintenance Costs against the Assessed Property within the District based on the special benefits conferred on such property by the operations and maintenance of the Authorized Improvements, more specifically described in Section V. "Assessment Roll" means any assessment roll for the Assessed Property within the District, as updated, modified, or amended from time to time in accordance with the procedures set forth herein and in the PID Act, including any amended and restated operations and maintenance service and assessment plan. The Assessment Roll is included in Exhibit A. "Authorized Improvements" means improvements authorized by Section 372.003 of the PID Act, as listed in Section III. "City" means the City of Georgetown, Texas. "City Council" means the governing body of the City. "County" means Williamson County, Texas. GEORGETOWN VILLAGE PID NO. 1 4 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN "Delinquent Collection Costs" mean costs related to the collection of delinquent Operations and Maintenance Assessments, delinquent Annual Installments, or any other delinquent amounts due under this O&M Service and Assessment Plan including penalties and reasonable attorney's fees actually paid, but excluding amounts representing interest and penalty interest. "District" means the Georgetown Village Public Improvement District containing approximately 391.83 acres located within the corporate limits of the City, and more specifically described in Exhibit E and depicted on Exhibit D-1. "Lot" means for any portion of the District for which a final subdivision plat has been recorded in the official public records of the County, a tract of land described by "lot" in such final and recorded subdivision plat. "Non -Assessed Property" means Parcels within the boundaries of the District that accrue no special benefit from the operations and maintenance of the Authorized Improvements as determined by the City Council and Parcels within the boundaries of the District that are owned by the City. "O&M Annual Service Plan Update" means an update to this O&M Service and Assessment Plan prepared no less frequently than annually by the Administrator and approved by the City Council. "O&M Service and Assessment Plan" means this Georgetown Village Public Improvement District Amended and Restated Operations and Maintenance Service and Assessment Plan as updated and amended from time to time. "Operations and Maintenance Assessment" means an assessment levied annually against a Parcel within the District and imposed pursuant to an Assessment Ordinance to fund the costs of the Authorized Improvements and the Operations and Maintenance Costs. "Operations and Maintenance Costs" means the costs to fund the Authorized Improvements and to operate and maintain the Public Improvements that benefit the District based on a budget prepared annually by the City and provided to the Administrator. "Parcel" or "Parcels" means a specific property within the District identified by either a tax map identification number assigned by the Williamson Central Appraisal District for real property tax purposes, by metes and bounds description, or by lot and block number in a final subdivision plat recorded in the official public records of the County, or by any other means determined by the City. "PID Act" means Chapter 372, Texas Local Government Code, as amended. GEORGETOWN VILLAGE PID NO. 1 5 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN "Public Improvements" means improvements that are owned and/or operated by the City and benefit the District, which includes streets, alleyways, sidewalk, parks and associates hardscape and landscape, open space, drainage, and detention areas. "Service Plan" covers a period of at least five years and defines the annual indebtedness and projected Operations and Maintenance Costs more specifically described in Section IV. [Remainder of page intentionally left blank.] GEORGETOWN VILLAGE PID NO. 1 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN SECTION II: THE DISTRICT The District includes approximately 391.83 contiguous acres located within the corporate limits of the City, as more particularly described by the legal description on Exhibit E and depicted on Exhibit D-1. Development of the District includes approximately 1,147 single-family homes. SECTION III: AUTHORIZED IMPROVEMENTS AND ANNUAL COLLECTION COSTS The Operations and Maintenance Assessment will be levied annually on all Parcels of Assessed Property to pay for Operations and Maintenance Costs. For all Parcels of Assessed Property, the Operations and Maintenance Assessment will initially be an amount that results in a tax rate equivalent equal to $0.14 per $100 of taxable assessed value. In no event will the Operations and Maintenance Assessment exceed the City's actual costs for operating and maintaining the Authorized Improvements. The budget for Operations and Maintenance Costs as provided by the City is shown in Exhibit C- 1. The parks replacement schedule as provided by the City is shown in Exhibit C-2. The map for parks, landscapes, mowing, and pond maintenance map as provided by the City is shown in Exhibit D-2. The map for streets signage as provided by the City is shown in Exhibit D-3. The map for Shell Road landscape screening as provided by the City is shown in Exhibit D-4. The map for Rosedale and Village Commons entries as provided by the City is shown in Exhibit D-5. The map for Westbury and Bellaire entries as provided by the City is shown in Exhibit D-6. The map for Sycamore entry as provided by the City is shown in Exhibit D-7. The map for trails as provided by the City is shown in Exhibit D-8. The Operations and Maintenance Assessment and Annual Collection Costs shall be subject to penalties and procedures for the Annual Installments as authorized by the PID Act. All Authorized Improvements were designed and constructed in accordance with City standards and specifications and are owned and operated by the City. The Authorized Improvements of the District include: ■ Pocket Parks and Landscape Areas Improvements including all parks less than 1 acre, landscape easement lots, greenbelts, medians, roundabouts, playscapes, shade structures, and other landscape areas within the rights -of -way. All related general grounds maintenance, tree trimming/pruning, plant and tree removal and replacement, landscaping, irrigation (maintenance, repair, and replacement), and utilities are included. The pocket parks and landscape areas improvements will provide benefit to all Lots within the District. GEORGETOWN VILLAGE PID NO. 1 7 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN ■ Sidewalks and Trails Improvements including public walkways within the perimeter of the PID, trails in park and landscape easement lots, pedestrian alleyways, and sidewalks repair. All related maintenance, repair and replacement are included. The sidewalks and trails improvements will provide benefit to all Lots within the District. ■ Alleyways Improvements including stormwater drainage improvements, inlets, catch basins and buried pipe. All related maintenance, repair and replacement of pavement are included. The alleyways improvements will provide benefit to all Lots within the District. ■ Distinctive Lighting Improvements including parks, gazebo, and street antique streetlights within the District. All related maintenance for painting and coating are included. The distinctive lighting improvements will provide benefit to all Lots within the District. ■ Signage Improvements including special street signs replacement, trail signs and markers, park name signs, and subdivision entry and directional signs. All related maintenance, repair and replacement are included. The signage improvements will provide benefit to all Lots within the District. ■ Recreational Facilities and other Hardscape Improvements Improvements including gazebo, playscapes, shade structures, mutt mitt dispenser, park benches, tables, and trash receptacles. All related maintenance and repair are included. The recreational facilities and other hardscape improvements will provide benefit to all Lots within the District. ■ Water Quality Facilities Improvements including water quality ponds. All related pond rehabilitation and ongoing maintenance are included. The water quality facilities improvements will provide benefit to all Lots within the District. ■ Additional Future Recreational Facilities and other Hardscape Improvements o Village Pool Park: Estimated cost in 2020 is $315,517, project will be revisited in a future year when there is additional funding. o Natural Park Upkeep at Beretta Circle: Estimated cost in 2020 is $125,000 for shelter and seating, $125,000 for playground. Project will be revisited in a future year when there is additional funding. GEORGETOWN VILLAGE PID NO. 1 S 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN o ADA Ramps: Estimate cost in 2020 is $60,000, project will be revisited in a future year when there is additional funding. SECTION IV: SERVICE PLAN The PID Act requires the Service Plan to cover a period of at least five years. The Service Plan is required to define the annual indebtedness and projected Operations and Maintenance Costs of the District during the five-year period. The Service Plan must be reviewed and updated in each O&M Annual Service Plan Update. Exhibit B summarizes the Service Plan for the District. SECTION V: ASSESSMENT PLAN The PID Act allows the City Council to apportion the Operations and Maintenance Costs of the Authorized Improvements of the District to the Assessed Property based on the special benefit received from the provision of the operations and maintenance. The PID Act provides that such costs may be apportioned in any manner approved by the City Council that results in imposing equal shares of such costs on property similarly benefitted. A. Assessment Methodology 1. The City will prepare and provide to the Administrator a budget for the Operations and Maintenance Costs. 2. The Operations and Maintenance Assessment will initially be an amount that results in a tax rate equivalent equal to $0.14 per one hundred dollars of taxable ad valorem property value on property similarly benefited within the District, but in no event will the Operations and Maintenance Assessment be greater than the Operations and Maintenance Costs. 3. The District will receive special benefit equal to or greater than the Operations and Maintenance Assessment as a result of the City performing the operations and maintenance of the Authorized Improvements. [Remainder of page intentionally left blank.] GEORGETOWN VILLAGE PID NO. 1 9 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN SECTION VI: TERMS OF THE ASSESSMENTS A. Operations and Maintenance Assessments and Annual Installments. Operations and Maintenance Assessments and the Annual Installments thereof shall be calculated and collected each year in an amount sufficient to pay the Operations and Maintenance Costs. B. Payment of Operations and Maintenance Assessments in Annual Installments 1. Operations and Maintenance Assessments are subject to adjustment in each O&M Annual Service Plan Update based on the Operations and Maintenance Costs and Annual Collection Costs as directed by the City Council. 2. The Administrator shall prepare and submit to the City Council for its review and approval a preliminary O&M Annual Service Plan Update, including a preliminary Assessment Roll based on the budgeted Operations and Maintenance Costs and Annual Collection Costs. 3. The preliminary O&M Annual Service Plan Update will be placed in the City Secretary's office for inspection, and the City Council will consider a resolution to call a public hearing and will cause notices to be mailed to all property owners within the District and published in the newspaper of record in accordance with the PID Act. 4. The Administrator shall prepare and submit to the City Council for its review and approval a final O&M Annual Service Plan Update to allow for the billing and collection of Annual Installments. Each O&M Annual Service Plan Update shall include an updated Assessment Roll, and updated calculations of Annual Installments. Annual Installments shall be collected by the City in the same manner and at the same time as ad valorem taxes. Annual Installments shall be subject to the penalties and procedures in case of delinquencies as set forth in the PID Act and in the same manner as ad valorem taxes for the City; the City Council may provide for other means of collecting Annual Installments. Operations and Maintenance Assessments shall have the lien priority specified in the PID Act. 5. Each Operations and Maintenance Assessment and the Annual Installments thereof shall be delinquent if not paid prior to February 1 of the year following the O&M Annual Service Plan Update levying the Operations and Maintenance Assessment. GEORGETOWN VILLAGE PID NO. 1 10 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN SECTION VII: ASSESSMENT ROLL The list of current Lots within the District, the corresponding Operations and Maintenance Assessment, and total Annual Installment are shown on the Assessment Roll attached hereto as Exhibit A. The Lots shown on the Assessment Rolls will receive the bills for the 2021 Annual Installments which will be delinquent if not paid by January 31, 2022. SECTION Vill: ADDITIONAL PROVISIONS A. Calculation Errors If the owner of a Parcel claims that an error has been made in any calculation required by this 2021 Amended and Restated Service and Assessment Plan, including, but not limited to, any calculation made as part of any Annual Service Plan Update, the owner's sole and exclusive remedy shall be to submit a written notice of error to the City within 30 days of the mailing of a bill for the Annual Installment resulting from the Annual Service Plan Update; otherwise, the owner shall be deemed to have unconditionally approved the calculation. Upon receipt of a written notice of error from an owner, the City shall refer the notice to the Administrator who shall provide a written response to the City and the owner within 30 days of such referral. The City Council shall consider the owner's notice of error and the Administrator's response, and within 30 days the City Council shall make a final determination as to whether or not an error has been made. If the City Council determines that an error has been made, the City Council shall take such corrective action as is authorized by the PID Act, this 2021 Amended and Restated Service and Assessment Plan, the Assessment Ordinance levying the Improvement Area #2-A Assessments, or the Indenture, or as otherwise authorized by the discretionary power of the City Council. The determination by the City Council as to whether an error has been made, and any corrective action taken by the City Council, shall be final and binding on the owner and the Administrator. B. Amendments Amendments to this 2021 Amended and Restated Service and Assessment Plan must be made by the City Council in accordance with the PID Act. To the extent permitted by the PID Act, this 2021 Amended and Restated Service and Assessment Plan may be amended without notice to owners of the Assessed Property: (1) to correct mistakes and clerical errors; (2) to clarify ambiguities; and (3) to provide procedures to collect Assessments, Annual Installments, and other charges imposed by this 2021 Amended and Restated Service and Assessment Plan. GEORGETOWN VILLAGE PID NO. 1 11 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN C. Administration and Interpretation The Administrator shall: (1) perform the obligations of the Administrator as set forth in this 2021 Amended and Restated Service and Assessment Plan; (2) administer the District for and on behalf of and at the direction of the City Council; and (3) interpret the provisions of this 2021 Amended and Restated Service and Assessment Plan. Interpretations of this 2021 Amended and Restated Service and Assessment Plan by the Administrator shall be in writing and shall be appealable to the City Council by owners or developers adversely affected by the interpretation. Appeals shall be decided by the City Council after holding a public hearing at which all interested parties have an opportunity to be heard. Decisions by the City Council shall be final and binding on the owners and developers and their successors and assigns. D. Severability If any provision of this 2021 Amended and Restated Service and Assessment Plan is determined by a governmental agency or court to be unenforceable, the unenforceable provision shall be deleted and, to the maximum extent possible, shall be rewritten to be enforceable. Every effort shall be made to enforce the remaining provisions. SECTION IX: ADDITIONAL UPDATES 1 A. Parcel Subdivision The following plats have been recorded in the District. • The final plat for Georgetown Village Section 2A, consisting of 66 residential Lots and 6 non -assessed Lots within Williamson County, was recorded in the official public records of the County on February 12, 1997. 66 residential Lots are classified as Single -Family Lot Types, and 6 Lots are classified as Non -Assessed Property. • The final plat for Georgetown Village Section 3, consisting of 59 residential Lots and 2 non - assessed Lots within Williamson County, was recorded in the official public records of the County on June 23, 1998. 59 residential Lots are classified as Single -Family Lot Types, and 2 Lots are classified as Non -Assessed Property. • The final plat for Georgetown Village Section 26, consisting of 26 residential Lots and 0 non -assessed Lot within Williamson County, was recorded in the official public records of the County on February 26, 1999. 26 residential Lots are classified as Single -Family Lot Types, and 0 Lot is classified as Non -Assessed Property. The final plat for Georgetown Village Section 4, consisting of 0 residential Lots and 1 non - assessed Lots within Williamson County, was recorded in the official public records of the County on September 13, 1999.0 residential Lots are classified as Single -Family Lot Types, and 1 Lots are classified as Non -Assessed Property. GEORGETOWN VILLAGE PID NO. 1 12 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN • The final plat for Georgetown Village Section 1, consisting of 0 residential Lots and 1 non - assessed Lots within Williamson County, was recorded in the official public records of the County on November 30, 2000. 0 residential Lot is classified as Single -Family Lot Types, and 1 Lot is classified as Non -Assessed Property. • The final plat for Georgetown Village Section 313, consisting of 78 residential Lots and 4 non -assessed Lots within Williamson County, was recorded in the official public records of the County on November 30, 2000. 78 residential Lots are classified as Single -Family Lot Types, and 4 Lots are classified as Non -Assessed Property. ■ The final plat for Georgetown Village Section 2C, consisting of 9 residential Lots and 1 non -assessed Lot within Williamson County, was recorded in the official public records of the County on March 12, 2001. 9 residential Lots are classified as Single -Family Lot Types, and 1 Lot is classified as Non -Assessed Property. ■ The final plat for Georgetown Village Section 413, consisting of 0 residential Lots and 1 non -assessed Lots within Williamson County, was recorded in the official public records of the County on November 11, 2001. 0 residential Lots are classified as Single -Family Lot Types, and 1 Lots are classified as Non -Assessed Property. ■ The final plat for Georgetown Village Section 5, consisting of 52 residential Lots and 1 non - assessed Lots within Williamson County, was recorded in the official public records of the County on March 20, 2002. 52 residential Lots are classified as Single -Family Lot Types, and 1 Lots are classified as Non -Assessed Property. ■ The final plat for Georgetown Village Section 7, consisting of 98 residential Lots and 5 non - assessed Lots within Williamson County, was recorded in the official public records of the County on August 25, 2003. 98 residential Lots are classified as Single -Family Lot Types, and 5 Lots are classified as Non -Assessed Property. ■ The final plat for Georgetown Village Section 8, consisting of 65 residential Lots and 1 non - assessed Lots within Williamson County, was recorded in the official public records of the County on June 21, 2006. 65 residential Lots are classified as Single -Family Lot Types, and 1 Lots are classified as Non -Assessed Property. ■ The final plat for Georgetown Village Section 6, consisting of 117 residential Lots and 3 non -assessed Lots within Williamson County, was recorded in the official public records of the County on August 16, 2006. 117 residential Lots are classified as Single -Family Lot Types, and 1 Lots are classified as Non -Assessed Property. • The final plat for Georgetown Village Section 9 Phase 1, consisting of 100 residential Lots and 4 non -assessed Lots within Williamson County, was recorded in the official public records of the County on May 28, 2008. 100 residential Lots are classified as Single -Family Lot Types, and 4 Lots are classified as Non -Assessed Property. • The final plat for Georgetown Village Section 9 Phase 3, consisting of 0 residential Lots and 01 non -assessed Lots within Williamson County, was recorded in the official public records of the County on September 16, 2009. 0 residential Lots are classified as Single - Family Lot Types, and 01 Lots are classified as Non -Assessed Property. GEORGETOWN VILLAGE PID NO. 1 13 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN ■ The final plat for Georgetown Village Section 9 Phase 2, consisting of 01 residential Lots and 0 non -assessed Lots within Williamson County, was recorded in the official public records of the County on July 20, 2010. 01 residential Lots are classified as Single -Family Lot Types, and 0 Lots are classified as Non -Assessed Property. ■ The final plat for Georgetown Village Section 9 Phase 4, consisting of 63 residential Lots and 0 non -assessed Lots within Williamson County, was recorded in the official public records of the County on February 7, 2013. 63 residential Lots are classified as Single - Family Lot Types, and 0 Lots are classified as Non -Assessed Property. ■ The final plat for Georgetown Village Section 9 Phase 5, consisting of 15 residential Lots and 0 non -assessed Lots within Williamson County, was recorded in the official public records of the County on November 7, 2013. 15 residential Lots are classified as Single - Family Lot Types, and 0 Lots are classified as Non -Assessed Property. ■ The final plat for Georgetown Village Section 9 Phase 7, consisting of 32 residential Lots and 0 non -assessed Lots within Williamson County, was recorded in the official public records of the County on August 11, 2013. 32 residential Lots are classified as Single - Family Lot Types, and 0 Lot is classified as Non -Assessed Property. • The final plat for Georgetown Village Section 9 Phase 6, consisting of 17 residential Lots and 0 non -assessed Lots within Williamson County, was recorded in the official public records of the County on November 8, 2013. 17 residential Lots are classified as Single - Family Lot Types, and 0 Lots are classified as Non -Assessed Property. W The final plat for Creekside at Georgetown Village PUD Phase 1, consisting of 57 residential Lots and 6 non -assessed Lot within Williamson County, was recorded in the official public records of the County on February 20, 2014.57 residential Lots are classified as Single -Family Lot Types, and 6 Lots are classified as Non -Assessed Property. ■ The final plat for Creekside at Georgetown Village PUD Phase 2, consisting of 85 residential Lots and 7 non -assessed Lot within Williamson County, was recorded in the official public records of the County on July 28, 2014. 85 residential Lots are classified as Single -Family Lot Types, and 7 Lots are classified as Non -Assessed Property. ■ The final plat for Georgetown Village Section 9 Phase 8, consisting of 53 residential Lots and 1 non -assessed Lot within Williamson County, was recorded in the official public records of the County on September 29, 2014. 53 residential Lots are classified as Single - Family Lot Types, and 1 Lot is classified as Non -Assessed Property. ■ The final plat for Georgetown Village Section Nine, Phases 9 &10, consisting of 70 residential Lots and 4 non -assessed Lots within Williamson County, was recorded in the official public records of the County on March 9, 2016.70 residential Lots are classified as Single -Family Lot Types, and 4 Lots are classified as Non -Assessed Property. ■ The final plat for Creekside at Georgetown Village PUD Phase 3, consisting of 52 residential Lots and 3 non -assessed Lot within Williamson County, was recorded in the official public records of the County on June 07, 2016. 52 residential Lots are classified as Single -Family Lot Types, and 3 Lots are classified as Non -Assessed Property. GEORGETOWN VILLAGE PID NO. 1 14 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN ■ The final plat for Georgetown Village Section Nine, Phase 9A, consisting of 0 residential Lots and 1 non -assessed Lot within Williamson County, was recorded in the official public records of the County on March 15, 2017. 0 residential Lot is classified as Single -Family Lot Types, and 1 Lot is classified as Non -Assessed Property. ■ The general warranty deed for Georgetown Village Phase 9, consisting of 0 residential Lots and 1 non -assessed Lot within Williamson County, was recorded in the official public records of the County on January 21, 2021. 0 residential Lot is classified as Single -Family Lot Types, and 1 Lot is classified as Non -Assessed Property. B. Authorized Improvement Status All Authorized Improvements have been dedicated to the City. [Remainder of page intentionally left blank.] GEORGETOWN VILLAGE PID NO. 1 15 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN EXHIBITS The following Exhibits are attached to and made a part of this 20210&M Amended and Restated Service and Assessment Plan for all purposes: Exhibit A Assessment Roll Exhibit B Service Plan Exhibit C-1 Operations and Maintenance Budget Exhibit C-2 Parks Replacement Schedule Exhibit D-1 District Boundary Map Exhibit D-2 Parks, Landscapes, Mowing, and Pond Maintenance Map Exhibit D-3 Streets Signage Map Exhibit D-4 Shell Road Landscape Screening Map Exhibit D-5 Rosedale and Village Commons Entries Landscape Map Exhibit D-6 Westbury and Bellaire Entries Landscape Map Exhibit D-7 Sycamore Entry Landscape Map Exhibit D-8 Trails Map Exhibit E Legal Description [Remainder of page intentionally left blank.] GEORGETOWN VILLAGE PID NO. 1 16 2021 AMENDED AND RESTATED 0&M SERVICE AND ASSESSMENT PLAN EXHIBIT A - ASSESSMENT ROLL 00 Operation Annual Installment i PropertyMaintenance R496805 $ 386,351.00 $ 0.14 $ 540.89 R476639 $ 269,502.00 $ 0.14 $ 377.30 R418219 $ 319,619.00 $ 0.14 $ 447.47 R496754 $ 392, 776.00 $ 0.14 $ 549.89 R441360 $ 329,402.00 $ 0.14 $ 461.16 R405663 $ 257,578.00 $ 0.14 $ 360.61 R405610 $ 265,761.00 $ 0.14 $ 372.07 R527002 $ 340,416.00 $ 0.14 $ 476.58 R418204 $ 268,874.00 $ 0.14 $ 376.42 R405629 $ 265,643.00 $ 0.14 $ 371.90 R441426 $ 311,296.00 $ 0.14 $ 435.81 R532451 $ 384,277.00 $ 0.14 $ 537.99 R441345 $ 276,686.00 $ 0.14 $ 387.36 R475538 $ 353,660.00 $ 0.14 $ 495.12 R496722 $ 288,388.00 $ 0.14 $ 403.74 R475521 $ 364,313.00 $ 0.14 $ 510.04 R496737 $ 278,493.00 $ 0.14 $ 389.89 R380332 $ 366,641.00 $ 0.14 $ 513.30 R496773 $ 361,134.00 $ 0.14 $ 505.59 R476624 $ 327,977.00 $ 0.14 $ 459.17 R388471 $ 393,411.00 $ 0.14 $ 550.78 R426230 $ 320,580.00 $ 0.14 $ 448.81 R405661 $ 269,284.00 $ 0.14 $ 377.00 R475604 $ 378,219.00 $ 0.14 $ 529.51 R519682 $ 319,858.00 $ 0.14 $ 447.80 R441343 $ 259,469.00 $ 0.14 $ 363.26 R531109 $ 421,125.00 $ 0.14 $ 589.58 R441379 $ 270,275.00 $ 0.14 $ 378.39 R389225 $ 404,621.00 $ 0.14 $ 566.47 R548255 $ 307,486.00 $ 0.14 $ 430.48 R496786 $ 303,464.00 $ 0.14 $ 424.85 R475555 $ 302,746.00 $ 0.14 $ 423.84 R475536 $ 290,874.00 $ 0.14 $ 407.22 R530858 $ 328,679.00 $ 0.14 $ 460.15 R380349 $ 346,985.00 $ 0.14 $ 485.78 R519735 $ 368,354.00 $ 0.14 $ 515.70 R526970 $ 364,844.00 $ 0.14 $ 510.78 R405602 $ 255,879.00 $ 0.14 $ 358.23 R496814 $ 346,881.00 $ 0.14 $ 485.63 R405588 $ 276,361.00 $ 0.14 $ 386.91 GEORGETOWN VILLAGE PID NO. 1 17 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN ' C=(A=1OC 7nPratinn R. Property Assessed -la Assessment Due 11311ZIZZ- R389233 $ 345,980.00 $ 0.14 $ 484.37 R441336 $ 261,473.00 $ 0.14 $ 366.06 R476617 $ 298,471.00 $ 0.14 $ 417.86 R475576 $ 291,353.00 $ 0.14 $ 407.89 R38O397 $ 303,422.00 $ 0.14 $ 424.79 R475612 $ 368, 273.00 $ 0.14 $ 515.58 R496729 $ 297, 389.00 $ 0.14 $ 416.34 R496761 $ 311,156.00 $ 0.14 $ 435.62 R53O865 $ 277,484.00 $ 0.14 $ 388.48 R47660O $ 275,937.00 $ 0.14 $ 386.31 R426255 $ 287,904.00 $ 0.14 $ 403.07 R441368 $ 302, 746.00 $ 0.14 $ 423.84 R53O833 $ 350,428.00 $ 0.14 $ 490.60 R53O815 $ 250, 229.00 $ 0.14 $ 350.32 R475594 $ 293, 787.00 $ 0.14 $ 411.30 R38O364 $ 419,426.00 $ 0.14 $ 587.20 R525152 $ 312,945.00 $ 0.14 $ 438.12 R426234 $ 343,594.00 $ 0.14 $ 481.03 R380424 $ 304,711.00 $ 0.14 $ 426.60 R532423 $ 416,572.00 $ 0.14 $ 583.20 R526983 $ 325, 239.00 $ 0.14 $ 455.33 R441417 $ 310,439.00 $ 0.14 $ 434.61 R441356 $ 261,452.00 $ 0.14 $ 366.03 R389246 $ 346,708.00 $ 0.14 $ 485.39 R475506 $ 337, 223.00 $ 0.14 $ 472.11 R380362 $ 358,725.00 $ 0.14 $ 502.22 R53243O $ 558, 271.00 $ 0.14 $ 781.58 R38O353 $ 361, 535.00 $ 0.14 $ 506.15 R475572 $ 256,806.00 $ 0.14 $ 359.53 R525143 $ 361,854.00 $ 0.14 $ 506.60 R475549 $ 331,824.00 $ 0.14 $ 464.55 R4O5657 $ 301, 267.00 $ 0.14 $ 421.77 R496765 $ 307,181.00 $ 0.14 $ 430.05 R496735 $ 333, 213.00 $ 0.14 $ 466.50 R475615 $ 365,133.00 $ 0.14 $ 511.19 R38O42O $ 283,086.00 $ 0.14 $ 396.32 R441413 $ 318,756.00 $ 0.14 $ 446.26 R475587 $ 337, 377.00 $ 0.14 $ 472.33 R3804O5 $ 302, 284.00 $ 0.14 $ 423.20 R389242 $ 421,190.00 $ 0.14 $ 589.67 GEORGETOWN VILLAGE PID NO. 1 18 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A-10C Dneration & Propertylalue- Assessment Due 11311ZIIZZ'-' R405614 $ 275,017.00 $ 0.14 $ 385.02 R405612 $ 293,355.00 $ 0.14 $ 410.70 R405597 $ 282, 336.00 $ 0.14 $ 395.27 R441428 $ 268,400.00 $ 0.14 $ 375.76 R380437 $ 291,550.00 $ 0.14 $ 408.17 R441377 $ 313,009.00 $ 0.14 $ 438.21 R475553 $ 278,808.00 $ 0.14 $ 390.33 R380351 $ 338,982.00 $ 0.14 $ 474.57 R380366 $ 342,987.00 $ 0.14 $ 480.18 R380319 $ 383,195.00 $ 0.14 $ 536.47 R380334 $ 271,646.00 $ 0.14 $ 380.30 R380439 $ 286,129.00 $ 0.14 $ 400.58 R441394 $ 264,667.00 $ 0.14 $ 370.53 R426249 $ 277,102.00 $ 0.14 $ 387.94 R545933 $ 335,220.00 $ 0.14 $ 469.31 R426258 $ 275,712.00 $ 0.14 $ 386.00 R545908 $ 380,993.00 $ 0.14 $ 533.39 R418226 $ 341,664.00 $ 0.14 $ 478.33 R426244 $ 341,987.00 $ 0.14 $ 478.78 R405599 $ 279,689.00 $ 0.14 $ 391.56 R441414 $ 275,552.00 $ 0.14 $ 385.77 R476635 $ 344,306.00 $ 0.14 $ 482.03 R475598 $ 314,146.00 $ 0.14 $ 439.80 R519694 $ 319,331.00 $ 0.14 $ 447.06 R426269 $ 281,414.00 $ 0.14 $ 393.98 R530811 $ 333,473.00 $ 0.14 $ 466.86 R519719 $ 327,136.00 $ 0.14 $ 457.99 R525200 $ 331,947.00 $ 0.14 $ 464.73 R405642 $ 268,726.00 $ 0.14 $ 376.22 R531087 $ 275,292.00 $ 0.14 $ 385.41 R441400 $ 272, 619.00 $ 0.14 $ 381.67 R548265 $ 275,762.00 $ 0.14 $ 386.07 R496777 $ 294, 631.00 $ 0.14 $ 412.48 R531085 $ 353,676.00 $ 0.14 $ 495.15 R496727 $ 307,949.00 $ 0.14 $ 431.13 R389245 $ 336,820.00 $ 0.14 $ 471.55 R380423 $ 281,567.00 $ 0.14 $ 394.19 R380409 $ 292,830.00 $ 0.14 $ 409.96 R380416 $ 353,495.00 $ 0.14 $ 494.89 R405665 $ 280,175.00 $ 0,14 $ 392.25 GEORGETOWN VILLAGE PID NO. 1 19 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=1OC Dneration R, Property. l, R545924 $ 446,455.00 $ 0.14 $ 625.04 R476612 $ 290, 237.00 $ 0.14 $ 406.33 R426242 $ 313, 243.00 $ 0.14 $ 438.54 R53O845 $ 282,870.00 $ 0.14 $ 396.02 R441416 $ 259,469.00 $ 0.14 $ 363.26 R496802 $ 342,612.00 $ 0.14 $ 479.66 R496816 $ 383,919.00 $ 0.14 $ 537.49 R496752 $ 311,974.00 $ 0.14 $ 436.76 R545949 $ 338,863.00 $ 0.14 $ 474.41 R496766 $ 322,020.00 $ 0.14 $ 450.83 R532432 $ 318,129.00 $ 0.14 $ 445.38 R441381 $ 278,395.00 $ 0.14 $ 389.75 R47554O $ 375,802.00 $ 0.14 $ 526.12 R426236 $ 288,072.00 $ 0.14 $ 403.30 R4O5648 $ 252,408.00 $ 0.14 $ 353.37 R496801 $ 365,103.00 $ 0.14 $ 511.14 R4O5625 $ 261,714.00 $ 0.14 $ 366.40 R545959 $ 425,719.00 $ 0.14 $ 596.01 R441358 $ 288,094.00 $ 0.14 $ 403.33 R441388 $ 272,127.00 $ 0.14 $ 380.98 R4O5618 $ 284,324.00 $ 0.14 $ 398.05 R519722 $ 417,509.00 $ 0.14 $ 584.51 R38O355 $ 341,854.00 $ 0.14 $ 478.60 R38O401 $ 296,262.00 $ 0.14 $ 414.77 R476609 $ 344,576.00 $ 0.14 $ 482.41 R476584 $ 281, 747.00 $ 0.14 $ 394.45 R519727 $ 418,648.00 $ 0.14 $ 586.11 R519720 $ 391,625.00 $ 0.14 $ 548.28 R418218 $ 333,434.00 $ 0.14 $ 466.81 R496785 $ 370,097.00 $ 0.14 $ 518.14 R4O5634 $ 274,193.00 $ 0.14 $ 383.87 R38O38O $ 346,651.00 $ 0.14 $ 485.31 R380312 $ 344,095.00 $ 0.14 $ 481.73 R426225 $ 413, 307.00 $ 0.14 $ 578.63 R38O346 $ 317, 667.00 $ 0.14 $ 444.73 R545907 $ 447,152.00 $ 0.14 $ 626.01 R441365 $ 262,455.00 $ 0.14 $ 367.44 R475522 $ 311,369.00 $ 0.14 $ 435.92 R441374 $ 318,824.00 $ 0.14 $ 446.35 R475567 $ 278, 270.00 $ 0.14 $ 389.58 GEORGETOWN VILLAGE PID NO. 1 20 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN + 11 Operation & Annual installment _2roperty ID + Maintenance + 1 R418209 $ 345,329.00 $ 0.14 $ 483.46 R519706 $ 393,366.00 $ 0.14 $ 550.71 R380373 $ 352,521.00 $ 0.14 $ 493.53 R496717 $ 341, 655.00 $ 0.14 $ 478.32 R475601 $ 357,363.00 $ 0.14 $ 500.31 R405609 $ 268,726.00 $ 0.14 $ 376.22 R519677 $ 338,832.00 $ 0.14 $ 474.36 R405647 $ 281, 554.00 $ 0.14 $ 394.18 R441427 $ 262,123.00 $ 0.14 $ 366.97 R405613 $ 276,340.00 $ 0.14 $ 386.88 R380404 $ 343,493.00 $ 0.14 $ 480.89 R380352 $ 314,104.00 $ 0.14 $ 439.75 R476606 $ 300,368.00 $ 0.14 $ 420.52 R380367 $ 382,793.00 $ 0.14 $ 535.91 R405664 $ 274, 376.00 $ 0.14 $ 384.13 R548237 $ 330, 524.00 $ 0.14 $ 462.73 R441410 $ 270,763.00 $ 0.14 $ 379.07 R475588 $ 293,010.00 $ 0.14 $ 410.21 R426246 $ 356,059.00 $ 0.14 $ 498.48 R405645 $ 265,046.00 $ 0.14 $ 371.06 R405628 $ 265,700.00 $ 0.14 $ 371.98 R426263 $ 284,052.00 $ 0.14 $ 397.67 R389241 $ 351,674.00 $ 0.14 $ 492.34 R475552 $ 355,044.00 $ 0.14 $ 497.06 R441378 $ 269,713.00 $ 0.14 $ 377.60 R476625 $ 339, 601.00 $ 0.14 $ 475.44 R380432 $ 311,669.00 $ 0.14 $ 436.34 R532440 $ 438,624.00 $ 0.14 $ 614.07 R380336 $ 319,316.00 $ 0.14 $ 447.04 R496807 $ 351,054.00 $ 0.14 $ 491.48 R418201 $ 288,991.00 $ 0.14 $ 404.59 R441389 $ 270, 252.00 $ 0.14 $ 378.35 R527007 $ 313,358.00 $ 0.14 $ 438.70 R496818 $ 380,870.00 $ 0.14 $ 533.22 R530836 $ 294,943.00 $ 0.14 $ 412.92 R476596 $ 282,036.00 $ 0.14 $ 394.85 R441407 $ 281, 646.00 $ 0.14 $ 394.30 R530804 $ 307,388.00 $ 0.14 $ 430.34 R426226 $ 288,072.00 $ 0.14 $ 403.30 R548267 $ 339,752.00 $ 0.14 $ 475.65 GEORGETOWN VILLAGE PID NO. 1 21 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=10C lnaratinn & • op T. 1 R519680 $ 280,649.00 $ 0.14 $ 392.91 R416851 $ 371,754.00 $ 0.14 $ 520.46 R380370 $ 393,345.00 $ 0.14 $ 550.68 R405608 $ 271,103.00 $ 0.14 $ 379.54 R525202 $ 359,732.00 $ 0.14 $ 503.62 R380338 $ 308,975.00 $ 0.14 $ 432.57 R532438 $ 429,473.00 $ 0.14 $ 601.26 R475539 $ 315,048.00 $ 0.14 $ 441.07 R380381 $ 270,133.00 $ 0.14 $ 378.19 R548272 $ 307,459.00 $ 0.14 $ 430.44 R418217 $ 296,484.00 $ 0.14 $ 415.08 R476619 $ 299,121.00 $ 0.14 $ 418.77 R418224 $ 341,147.00 $ 0.14 $ 477.61 R475507 $ 283,972.00 $ 0.14 $ 397.56 R496784 $ 315,528.00 $ 0.14 $ 441.74 R475564 $ 344,257.00 $ 0.14 $ 481.96 R476626 $ 340, 540.00 $ 0.14 $ 476.76 R519696 $ 301,650.00 $ 0.14 $ 422.31 R380313 $ 279,341.00 $ 0.14 $ 391.08 R519689 $ 335,427.00 $ 0.14 $ 469.60 R426273 $ 303, 755.00 $ 0.14 $ 425.26 R496778 $ 374,847.00 $ 0.14 $ 524.79 R380326 $ 355,599.00 $ 0.14 $ 497.84 R441386 $ 283,528.00 $ 0.14 $ 396.94 R405652 $ 264,741.00 $ 0.14 $ 370.64 R531097 $ 360,764.00 $ 0.14 $ 505.07 R380344 $ 353,592.00 $ 0.14 $ 495.03 R405635 $ 269, 346.00 $ 0.14 $ 377.08 R441403 $ 293,460.00 $ 0.14 $ 410.84 R441371 $ 281, 639.00 $ 0.14 $ 394.29 R527011 $ 311,952.00 $ 0.14 $ 436.73 R475545 $ 324,927.00 $ 0.14 $ 454.90 R426223 $ 289,394.00 $ 0.14 $ 405.15 R496747 $ 277, 855.00 $ 0.14 $ 389.00 R476581 $ 301,894.00 $ 0.14 $ 422.65 R545947 $ 356,995.00 $ 0.14 $ 499.79 R405621 $ 266,800.00 $ 0.14 $ 373.52 R496745 $ 355, 584.00 $ 0.14 $ 497.82 R475610 $ 375,850.00 $ 0.14 $ 526.19 R389249 $ 354, 202.00 $ 0.14 $ 495.88 GEORGETOWN VILLAGE PID NO. 1 22 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A-10C 7oPration & • .. e rty, I D Assessed r . R380444 $ 299,196.00 $ 0.14 $ 418.87 R405604 $ 271,103.00 $ 0.14 $ 379.54 R405619 $ 265,046.00 $ 0.14 $ 371.06 R380377 $ 353,008.00 $ 0.14 $ 494.21 R380445 $ 288,020.00 $ 0.14 $ 403.23 R405586 $ 284,934.00 $ 0.14 $ 398.91 R476630 $ 281,245.00 $ 0.14 $ 393.74 R426271 $ 261,160.00 $ 0.14 $ 365.62 R380430 $ 327,268.00 $ 0.14 $ 458.18 R405636 $ 279,689.00 $ 0.14 $ 391.56 R441420 $ 316,383.00 $ 0.14 $ 442.94 R531093 $ 323,583.00 $ 0.14 $ 453.02 R380371 $ 405,037.00 $ 0.14 $ 567.05 R380406 $ 323,382.00 $ 0.14 $ 452.73 R389226 $ 314,932.00 $ 0.14 $ 440.90 R532448 $ 430,819.00 $ 0.14 $ 603.15 R426261 $ 281,414.00 $ 0.14 $ 393.98 R389235 $ 342, 276.00 $ 0.14 $ 479.19 R441397 $ 328,417.00 $ 0.14 $ 459.78 R441399 $ 284,052.00 $ 0.14 $ 397.67 R526958 $ 305,320.00 $ 0.14 $ 427.45 R475590 $ 278,934.00 $ 0.14 $ 390.51 R405632 $ 269,425.00 $ 0.14 $ 377.20 R475533 $ 322,746.00 $ 0.14 $ 451.84 R476604 $ 282,668.00 $ 0.14 $ 395.74 R380440 $ 321,879.00 $ 0.14 $ 450.63 R405598 $ 298,068.00 $ 0.14 $ 417.30 R476579 $ 310,775.00 $ 0.14 $ 435.09 R530796 $ 282,391.00 $ 0.14 $ 395.35 R526974 $ 352,956.00 $ 0.14 $ 494.14 R441424 $ 281,080.00 $ 0.14 $ 393.51 R496792 $ 355, 553.00 $ 0.14 $ 497.77 R476588 $ 272,896.00 $ 0.14 $ 382.05 R475542 $ 292,467.00 $ 0.14 $ 409.45 R525210 $ 353,945.00 $ 0.14 $ 495.52 R380323 $ 405,995.00 $ 0.14 $ 568.39 R405589 $ 284,934.00 $ 0.14 $ 398.91 R476577 $ 321,494.00 $ 0.14 $ 450.09 R475608 $ 402,881.00 $ 0.14 $ 564.03 R405650 $ 265,700.00 $ 0.14 $ 371.98 GEORGETOWN VILLAGE PID NO. 1 23 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=1OC ')neratinn P. _Property ID Assesset. 1 R389244 $ 428,800.00 $ 0.14 $ 600.32 R441392 $ 277,363.00 $ 0.14 $ 388.31 R4O5659 $ 269,346.00 $ 0.14 $ 377.08 R441429 $ 337,132.00 $ 0.14 $ 471.98 R38O382 $ 271,238.00 $ 0.14 $ 379.73 R38O421 $ 342,085.00 $ 0.14 $ 478.92 R389239 $ 356,568.00 $ 0.14 $ 499.20 R4O566O $ 284,403.00 $ 0.14 $ 398.16 R525153 $ 358,646.00 $ 0.14 $ 502.10 R519685 $ 327,774.00 $ 0.14 $ 458.88 R441393 $ 303,833.00 $ 0.14 $ 425.37 R426265 $ 306,309.00 $ 0.14 $ 428.83 R496736 $ 294,115.00 $ 0.14 $ 411.76 R531O89 $ 383,291.00 $ 0.14 $ 536.61 R426231 $ 320,404.00 $ 0.14 $ 448.57 R496738 $ 290,440.00 $ 0.14 $ 406.62 R53O825 $ 355,402.00 $ 0.14 $ 497.56 R496772 $ 375,067.00 $ 0.14 $ 525.09 R475535 $ 351,437.00 $ 0.14 $ 492.01 R475578 $ 292,315.00 $ 0.14 $ 409.24 R526994 $ 296,008.00 $ 0.14 $ 414.41 R426256 $ 279,620.00 $ 0.14 $ 391.47 R418228 $ 305,813.00 $ 0.14 $ 428.14 R532428 $ 393,332.00 $ 0.14 $ 550.66 R532445 $ 394,024.00 $ 0.14 $ 551.63 R38O31O $ 317,370.00 $ 0.14 $ 444.32 R53O834 $ 268,030.00 $ 0.14 $ 375.24 R49678O $ 389,987.00 $ 0.14 $ 545.98 R441387 $ 319,667.00 $ 0.14 $ 447.53 R38O3O9 $ 313,071.00 $ 0.14 $ 438.30 R475529 $ 345,171.00 $ 0.14 $ 483.24 R38O394 $ 286,129.00 $ 0.14 $ 400.58 R38O341 $ 352,185.00 $ 0.14 $ 493.06 R496794 $ 375,727.00 $ 0.14 $ 526.02 R426239 $ 346,800.00 $ 0.14 $ 485.52 R418214 $ 283,916.00 $ 0.14 $ 397.48 R519724 $ 383,948.00 $ 0.14 $ 537.53 R38O36O $ 401,174.00 $ 0.14 $ 561.64 R441384 $ 261,473.00 $ 0.14 $ 366.06 R53O792 $ 254,441.00 $ 0.14 $ 356.22 GEORGETOWN VILLAGE PID NO. 1 24 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=1OC 7)neration R, Property T, Assessment Due1 R531092 $ 287,554.00 $ 0.14 $ 402.58 R418221 $ 338,377.00 $ 0.14 $ 473.73 R38O368 $ 303,940.00 $ 0.14 $ 425.52 R53O8O7 $ 354,936.00 $ 0.14 $ 496.91 R53O809 $ 305,546.00 $ 0.14 $ 427.76 R530841 $ 263, 780.00 $ 0.14 $ 369.29 R496720 $ 303, 093.00 $ 0.14 $ 424.33 R475568 $ 293, 585.00 $ 0.14 $ 411.02 R418206 $ 345, 329.00 $ 0.14 $ 483.46 R53O839 $ 293,982.00 $ 0.14 $ 411.57 R53O826 $ 340,984.00 $ 0.14 $ 477.38 R530873 $ 294,878.00 $ 0.14 $ 412.83 R4O5627 $ 277,829.00 $ 0.14 $ 388.96 R426266 $ 295,700.00 $ 0.14 $ 413.98 R548287 $ 321,212.00 $ 0.14 $ 449.70 R475585 $ 277,822.00 $ 0.14 $ 388.95 R532419 $ 391,108.00 $ 0.14 $ 547.55 R4O5644 $ 291,152.00 $ 0.14 $ 407.61 R545938 $ 365,000.00 $ 0.14 $ 511.00 R38O4O7 $ 280,005.00 $ 0.14 $ 392.01 R426251 $ 301,625.00 $ 0.14 $ 422.28 R475516 $ 292,526.00 $ 0.14 $ 409.54 R4O5592 $ 272,604.00 $ 0.14 $ 381.65 R380361 $ 325,144.00 $ 0.14 $ 455.20 R441432 $ 312, 609.00 $ 0.14 $ 437.65 R526982 $ 252,002.00 $ 0.14 $ 352.80 R545915 $ 444,035.00 $ 0.14 $ 621.65 R441357 $ 297,876.00 $ 0.14 $ 417.03 R38O393 $ 305,028.00 $ 0.14 $ 427.04 R441339 $ 262, 854.00 $ 0.14 $ 368.00 R418208 $ 339,727.00 $ 0.14 $ 475.62 R38O354 $ 427,186.00 $ 0.14 $ 598.06 R38O372 $ 466,888.00 $ 0.14 $ 653.64 R475534 $ 301,030.00 $ 0.14 $ 421.44 R519733 $ 383, 209.00 $ 0.14 $ 536.49 R525156 $ 335,172.00 $ 0.14 $ 469.24 R525204 $ 349,771.00 $ 0.14 $ 489.68 R531090 $ 389,673.00 $ 0.14 $ 545.54 R4414O9 $ 292,956.00 $ 0.14 $ 410.14 R4766O7 $ 272,348.00 $ 0.14 $ 381.29 GEORGETOWN VILLAGE PID NO. 1 25 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN C=(A=10C Dneratinn & Property ID Assesseff- 1 . 1 R496769 $ 290,086.00 $ 0.14 $ 406.12 R426247 $ 312,088.00 $ 0.14 $ 436.92 R475551 $ 305,777.00 $ 0.14 $ 428.09 R545919 $ 333,467.00 $ 0.14 $ 466.85 R531107 $ 421,284.00 $ 0.14 $ 589.80 R475502 $ 298,892.00 $ 0.14 $ 418.45 R530856 $ 295,486.00 $ 0.14 $ 413.68 R476590 $ 298,471.00 $ 0.14 $ 417.86 R545953 $ 433,818.00 $ 0.14 $ 607.35 R526985 $ 245,411.00 $ 0.14 $ 343.58 R519701 $ 367,960.00 $ 0.14 $ 515.14 R475602 $ 352,781.00 $ 0.14 $ 493.89 R475504 $ 297,140.00 $ 0.14 $ 416.00 R519691 $ 327,636.00 $ 0.14 $ 458.69 R530801 $ 306,460.00 $ 0.14 $ 429.04 R526979 $ 342,253.00 $ 0.14 $ 479.15 R38O429 $ 293,177.00 $ 0.14 $ 410.45 R496779 $ 344,015.00 $ 0.14 $ 481.62 R519673 $ 289,139.00 $ 0.14 $ 404.79 R545911 $ 397,024.00 $ 0.14 $ 555.83 R525146 $ 322,922.00 $ 0.14 $ 452.09 R545943 $ 487,913.00 $ 0.14 $ 683.08 R545929 $ 391,963.00 $ 0.14 $ 548.75 R426237 $ 417,231.00 $ 0.14 $ 584.12 R475544 $ 352,583.00 $ 0.14 $ 493.62 R496797 $ 335,624.00 $ 0.14 $ 469.87 R526993 $ 315,432.00 $ 0.14 $ 441.60 R441354 $ 297,418.00 $ 0.14 $ 416.39 R531098 $ 299,031.00 $ 0.14 $ 418.64 R475527 $ 333, 320.00 $ 0.14 $ 466.65 R530850 $ 348,036.00 $ 0.14 $ 487.25 R380428 $ 320,521.00 $ 0.14 $ 448.73 R519715 $ 296,967.00 $ 0.14 $ 415.75 R545952 $ 454,629.00 $ 0.14 $ 636.48 R476623 $ 344, 680.00 $ 0.14 $ 482.55 R405596 $ 279,862.00 $ 0.14 $ 391.81 R380333 $ 312,623.00 $ 0.14 $ 437.67 R475571 $ 348,017.00 $ 0.14 $ 487.22 R380436 $ 293,097.00 $ 0.14 $ 410.34 R405611 $ 274, 651.00 $ 0.14 $ 384.51 GEORGETOWN VILLAGE PID NO. 1 26 2021 AMENDED AND RESTATED 0&M SERVICE AND ASSESSMENT PLAN 00 Operation Annual Installment PropertyMaintenance R519734 $ 428,034.00 $ 0.14 $ 599.25 R418205 $ 310,029.00 $ 0.14 $ 434.04 R496721 $ 286,004.00 $ 0.14 $ 400.41 R475501 $ 277,079.00 $ 0.14 $ 387.91 R532418 $ 385,891.00 $ 0.14 $ 540.25 R380369 $ 349,599.00 $ 0.14 $ 489.44 R475518 $ 284,351.00 $ 0.14 $ 398.09 R496755 $ 317,028.00 $ 0.14 $ 443.84 R475498 $ 286,635.00 $ 0.14 $ 401.29 R526957 $ 354,379.00 $ 0.14 $ 496.13 R525149 $ 353,042.00 $ 0.14 $ 494.26 R532458 $ 460,799.00 $ 0.14 $ 645.12 R532433 $ 310,929.00 $ 0.14 $ 435.30 R530854 $ 341,869.00 $ 0.14 $ 478.62 R532454 $ 360,914.00 $ 0.14 $ 505.28 R525142 $ 420, 620.00 $ 0.14 $ 588.87 R526989 $ 355,743.00 $ 0.14 $ 498.04 R389229 $ 350,723.00 $ 0.14 $ 491.01 R532415 $ 391,617.00 $ 0.14 $ 548.26 R496775 $ 333,321.00 $ 0.14 $ 466.65 R548249 $ 365,704.00 $ 0.14 $ 511.99 R548281 $ 311,810.00 $ 0.14 $ 436.53 R545958 $ 376,368.00 $ 0.14 $ 526.92 R380311 $ 310, 268.00 $ 0.14 $ 434.38 R405649 $ 278,066.00 $ 0.14 $ 389.29 R475591 $ 298,826.00 $ 0.14 $ 418.36 R545940 $ 364,637.00 $ 0.14 $ 510.49 R530861 $ 370,708.00 $ 0.14 $ 518.99 R519688 $ 397,965.00 $ 0.14 $ 557.15 R426243 $ 320,955.00 $ 0.14 $ 449.34 R475583 $ 323,046.00 $ 0.14 $ 452.26 R527008 $ 265,437.00 $ 0.14 $ 371.61 R475508 $ 280,895.00 $ 0.14 $ 393.25 R496760 $ 308,757.00 $ 0.14 $ 432.26 R380392 $ 322,759.00 $ 0.14 $ 451.86 R527006 $ 302,195.00 $ 0.14 $ 423.07 R530830 $ 305,713.00 $ 0.14 $ 428.00 R519697 $ 361,465.00 $ 0.14 $ 506.05 R531084 $ 308,783.00 $ 0.14 $ 432.30 R530869 $ 269,985.00 $ 0.14 $ 377.98 GEORGETOWN VILLAGE PID NO. 1 27 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 00 Operation Annual installment • ..1/31/2022 Maintenance R496767 $ 296,351.00 $ 0.14 $ 414.89 R475574 $ 337, 377.00 $ 0.14 $ 472.33 R496733 $ 306,409.00 $ 0.14 $ 428.97 R548259 $ 255,580.00 $ 0.14 $ 357.81 R416852 $ 462,056.00 $ 0.14 $ 646.88 R530860 $ 248,337.00 $ 0.14 $ 347.67 R476620 $ 298,352.00 $ 0.14 $ 417.69 R475515 $ 336,090.00 $ 0.14 $ 470.53 R475524 $ 386,999.00 $ 0.14 $ 541.80 R389237 $ 347, 523.00 $ 0.14 $ 486.53 R380417 $ 322,913.00 $ 0.14 $ 452.08 R405643 $ 274, 766.00 $ 0.14 $ 384.67 R496751 $ 336, 236.00 $ 0.14 $ 470.73 R525157 $ 419,907.00 $ 0.14 $ 587.87 R380339 $ 345,401.00 $ 0.14 $ 483.56 R426259 $ 291, 575.00 $ 0.14 $ 408.21 R476595 $ 289, 553.00 $ 0.14 $ 405.37 R475558 $ 298,892.00 $ 0.14 $ 418.45 R496740 $ 277,338.00 $ 0.14 $ 388.27 R519702 $ 288,769.00 $ 0.14 $ 404.28 R441363 $ 281, 639.00 $ 0.14 $ 394.29 R476627 $ 281,840.00 $ 0.14 $ 394.58 R476638 $ 283,704.00 $ 0.14 $ 397.19 R441367 $ 294,041.00 $ 0.14 $ 411.66 R426250 $ 265,168.00 $ 0.14 $ 371.24 R531104 $ 334,476.00 $ 0.14 $ 468.27 R380314 $ 486, 290.00 $ 0.14 $ 680.81 R496808 $ 331,000.00 $ 0.14 $ 463.40 R496756 $ 369,756.00 $ 0.14 $ 517.66 R426264 $ 249,371.00 $ 0.14 $ 349.12 R389240 $ 322,669.00 $ 0.14 $ 451.74 R526968 $ 269,287.00 $ 0.14 $ 377.00 R441362 $ 300,661.00 $ 0.14 $ 420.93 R496803 $ 361,404.00 $ 0.14 $ 505.97 R476592 $ 270,153.00 $ 0.14 $ 378.21 R496739 $ 362,937.00 $ 0.14 $ 508.11 R530843 $ 305,885.00 $ 0.14 $ 428.24 R476622 $ 300, 235.00 $ 0.14 $ 420.33 R545970 $ 323,875.00 $ 0.14 $ 453.43 R548238 $ 282,536.00 $ 0.14 $ 395.55 GEORGETOWN VILLAGE PID NO. 1 28 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A-10C 7)neratinn & ' • 1 . 1 R545972 $ 397,155.00 $ 0.14 $ 556.02 R545955 $ 345,966.00 $ 0.14 $ 484.35 R545921 $ 440,578.00 $ 0.14 $ 616.81 R548253 $ 365,247.00 $ 0.14 $ 511.35 R545936 $ 402,567.00 $ 0.14 $ 563.59 R519716 $ 349,531.00 $ 0.14 $ 489.34 R476575 $ 320,965.00 $ 0.14 $ 449.35 R519718 $ 404,104.00 $ 0.14 $ 565.75 R532460 $ 450,485.00 $ 0.14 $ 630.68 R441337 $ 278,395.00 $ 0.14 $ 389.75 R380374 $ 366,062.00 $ 0.14 $ 512.49 R519693 $ 340,465.00 $ 0.14 $ 476.65 R531114 $ 429,128.00 $ 0.14 $ 600.78 R380342 $ 332,120.00 $ 0.14 $ 464.97 R475593 $ 298, 606.00 $ 0.14 $ 418.05 R519710 $ 288,908.00 $ 0.14 $ 404.47 R441352 $ 261,452.00 $ 0.14 $ 366.03 R545910 $ 454,967.00 $ 0.14 $ 636.95 R532459 $ 409,126.00 $ 0.14 $ 572.78 R519674 $ 459,890.00 $ 0.14 $ 643.85 R441351 $ 268,057.00 $ 0.14 $ 375.28 R526980 $ 342,528.00 $ 0.14 $ 479.54 R526962 $ 251,983.00 $ 0.14 $ 352.78 R531099 $ 357,275.00 $ 0.14 $ 500.19 R405654 $ 280,051.00 $ 0.14 $ 392.07 R525147 $ 357,146.00 $ 0.14 $ 500.00 R389234 $ 388,758.00 $ 0.14 $ 544.26 R475550 $ 344,326.00 $ 0.14 $ 482.06 R519703 $ 283,843.00 $ 0.14 $ 397.38 R496716 $ 331,080.00 $ 0.14 $ 463.51 R441348 $ 276,409.00 $ 0.14 $ 386.97 R441398 $ 304, 010.00 $ 0.14 $ 425.61 R380345 $ 417,088.00 $ 0.14 $ 583.92 R496723 $ 265,087.00 $ 0.14 $ 371.12 R405651 $ 274, 229.00 $ 0.14 $ 383.92 R526998 $ 251,937.00 $ 0.14 $ 352.71 R532449 $ 411,731.00 $ 0.14 $ 576.42 R426228 $ 441,180.00 $ 0.14 $ 617.65 R476594 $ 341, 281.00 $ 0.14 $ 477.79 R531103 $ 323,151.00 $ 0.14 $ 452.41 GEORGETOWN VILLAGE PID NO. 1 29 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=10C lm-ratinn P. Property ID Ass e sse 1 . 1 R545906 $ 73,000.00 $ 0.14 $ 102.20 R496734 $ 297,064.00 $ 0.14 $ 415.89 R548276 $ 312,440.00 $ 0.14 $ 437.42 R530827 $ 341,914.00 $ 0.14 $ 478.68 R530838 $ 336,296.00 $ 0.14 $ 470.81 R525201 $ 278,718.00 $ 0.14 $ 390.21 R418207 $ 299,093.00 $ 0.14 $ 418.73 R476629 $ 272,656.00 $ 0.14 $ 381.72 R496815 $ 362,684.00 $ 0.14 $ 507.76 R475599 $ 349,112.00 $ 0.14 $ 488.76 R496817 $ 339,225.00 $ 0.14 $ 474.92 R380337 $ 288, 565.00 $ 0.14 $ 403.99 R496776 $ 374, 570.00 $ 0.14 $ 524.40 R519704 $ 317,864.00 $ 0.14 $ 445.01 R418216 $ 303,960.00 $ 0.14 $ 425.54 R441431 $ 261,925.00 $ 0.14 $ 366.70 R530819 $ 320,839.00 $ 0.14 $ 449.17 R530821 $ 254,214.00 $ 0.14 $ 355.90 R530812 $ 306,052.00 $ 0.14 $ 428.47 R548239 $ 263,105.00 $ 0.14 $ 3%35 R441408 $ 323,095.00 $ 0.14 $ 452.33 R545975 $ 323,778.00 $ 0.14 $ 453.29 R548248 $ 254,441.00 $ 0.14 $ 356.22 R475597 $ 437,473.00 $ 0.14 $ 612.46 R530844 $ 332,366.00 $ 0.14 $ 465.31 R548236 $ 378,839.00 $ 0.14 $ 530.37 R519684 $ 403, 244.00 $ 0.14 $ 564.54 R380317 $ 317,255.00 $ 0.14 $ 444.16 R380422 $ 401, 586.00 $ 0.14 $ 562.22 R496788 $ 383, 680.00 $ 0.14 $ 537.15 R418202 $ 283, 512.00 $ 0.14 $ 396.92 R530824 $ 250,788.00 $ 0.14 $ 351.10 R441396 $ 292, 202.00 $ 0.14 $ 409.08 R519699 $ 380,034.00 $ 0.14 $ 532.05 R496771 $ 381,052.00 $ 0.14 $ 533.47 R475586 $ 297,163.00 $ 0.14 $ 416.03 R519698 $ 300,804.00 $ 0.14 $ 421.13 R418222 $ 341,992.00 $ 0.14 $ 478.79 R475603 $ 289,267.00 $ 0.14 $ 404.97 R526986 $ 245,870.00 $ 0.14 $ 344.22 GEORGETOWN VILLAGE PID NO. 1 30 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=1OC 3neratinn R, Propertyl. R418203 $ 278, 556.00 $ 0.14 $ 389.98 R53O806 $ 296, 617.00 $ 0.14 $ 415.26 R526969 $ 311,829.00 $ 0.14 $ 436.56 R530876 $ 385,339.00 $ 0.14 $ 539.47 R532435 $ 390,981.00 $ 0.14 $ 547.37 R441359 $ 271,463.00 $ 0.14 $ 380.05 R38O419 $ 270,289.00 $ 0.14 $ 378.40 R526988 $ 347,028.00 $ 0.14 $ 485.84 R545937 $ 321,776.00 $ 0.14 $ 450.49 R548252 $ 251,068.00 $ 0.14 $ 351.50 R380316 $ 278, 339.00 $ 0.14 $ 389.67 R532420 $ 366,582.00 $ 0.14 $ 513.21 R548254 $ 311,810.00 $ 0.14 $ 436.53 R441395 $ 301,469.00 $ 0.14 $ 422.06 R441347 $ 327,448.00 $ 0.14 $ 458.43 R531113 $ 431,269.00 $ 0.14 $ 603.78 R496790 $ 377, 548.00 $ 0.14 $ 528.57 R418223 $ 268,181.00 $ 0.14 $ 375.45 R4O56O3 $ 298,659.00 $ 0.14 $ 418.12 R426222 $ 396,689.00 $ 0.14 $ 555.36 R38O358 $ 370,507.00 $ 0.14 $ 518.71 R38O376 $ 313,869.00 $ 0.14 $ 439.42 R475563 $ 351,934.00 $ 0.14 $ 492.71 R380357 $ 345,014.00 $ 0.14 $ 483.02 R38O325 $ 386,801.00 $ 0.14 $ 541.52 R389247 $ 366,267.00 $ 0.14 $ 512.77 R4O5585 $ 279, 689.00 $ 0.14 $ 391.56 R441385 $ 305,840.00 $ 0.14 $ 428.18 R380396 $ 316, 579.00 $ 0.14 $ 443.21 R530814 $ 329,838.00 $ 0.14 $ 461.77 R418230 $ 267,445.00 $ 0.14 $ 374.42 R496811 $ 347, 619.00 $ 0.14 $ 486.67 R441436 $ 270, 252.00 $ 0.14 $ 378.35 R475562 $ 324, 253.00 $ 0.14 $ 453.95 R476614 $ 283,165.00 $ 0.14 $ 396.43 R519726 $ 371, 555.00 $ 0.14 $ 520.18 R475526 $ 318,150.00 $ 0.14 $ 445.41 R441421 $ 272,826.00 $ 0.14 $ 381.96 R532425 $ 388,878.00 $ 0.14 $ 544.43 R47553O $ 368,180.00 $ 0.14 $ 515.45 GEORGETOWN VILLAGE PID NO. 1 31 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN C=(A=10C 7neratinn & Property T. 1 R426254 $ 299,274.00 $ 0.14 $ 418.98 R476599 $ 278, 740.00 $ 0.14 $ 390.24 R475595 $ 292,037.00 $ 0.14 $ 408.85 R476632 $ 304, 394.00 $ 0.14 $ 426.15 R476631 $ 316, 348.00 $ 0.14 $ 442.89 R475512 $ 319, 081.00 $ 0.14 $ 446.71 R380411 $ 256,042.00 $ 0.14 $ 358.46 R426240 $ 349, 745.00 $ 0.14 $ 489.64 R496728 $ 268, 368.00 $ 0.14 $ 375.72 R418229 $ 349,165.00 $ 0.14 $ 488.83 R405638 $ 281,655.00 $ 0.14 $ 394.32 R519708 $ 279,587.00 $ 0.14 $ 391.42 R441435 $ 288,752.00 $ 0.14 $ 404.25 R418211 $ 308,369.00 $ 0.14 $ 431.72 R380340 $ 324,833.00 $ 0.14 $ 454.77 R426241 $ 322, 254.00 $ 0.14 $ 451.16 R530864 $ 311,156.00 $ 0.14 $ 435.62 R531083 $ 350,536.00 $ 0.14 $ 490.75 R530832 $ 275,314.00 $ 0.14 $ 385.44 R530800 $ 251,152.00 $ 0.14 $ 351.61 R519695 $ 291,913.00 $ 0.14 $ 408.68 R496724 $ 284,499.00 $ 0.14 $ 398.30 R405623 $ 261,714.00 $ 0.14 $ 366.40 R531111 $ 309,479.00 $ 0.14 $ 433.27 R475517 $ 350,996.00 $ 0.14 $ 491.39 R531086 $ 283,402.00 $ 0.14 $ 396.76 R530862 $ 303, 555.00 $ 0.14 $ 424.98 R380399 $ 341, 700.00 $ 0.14 $ 478.38 R380426 $ 292,952.00 $ 0.14 $ 410.13 R418227 $ 272,954.00 $ 0.14 $ 382.14 R526981 $ 251,383.00 $ 0.14 $ 351.94 R545964 $ 333,593.00 $ 0.14 $ 467.03 R548264 $ 298,056.00 $ 0.14 $ 417.28 R545932 $ 365,001.00 $ 0.14 $ 511.00 R548266 $ 283,544.00 $ 0.14 $ 396.96 R548234 $ 358,907.00 $ 0.14 $ 502.47 R519686 $ 286,012.00 $ 0.14 $ 400.42 R476618 $ 309,871.00 $ 0.14 $ 433.82 R441390 $ 303,463.00 $ 0.14 $ 424.85 R519729 $ 384,511.00 $ 0.14 $ 538.32 GEORGETOWN VILLAGE PID NO. 1 32 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=1OC .)neratinn & Property. 1.1/31/zizz- R530805 $ 343,112.00 $ 0.14 $ 480.36 R44143O $ 260,835.00 $ 0.14 $ 365.17 R526959 $ 289,977.00 $ 0.14 $ 405.97 R525158 $ 386,011.00 $ 0.14 $ 540.42 R526966 $ 267,896.00 $ 0.14 $ 375.05 R441341 $ 310,439.00 $ 0.14 $ 434.61 R405601 $ 269,346.00 $ 0.14 $ 377.08 R405626 $ 265,700.00 $ 0.14 $ 371.98 R496759 $ 363, 713.00 $ 0.14 $ 509.20 R476601 $ 305,861.00 $ 0.14 $ 428.21 R53O877 $ 299,214.00 $ 0.14 $ 418.90 R532456 $ 319,411.00 $ 0.14 $ 447.18 R53O87O $ 263,872.00 $ 0.14 $ 369.42 R532424 $ 316,610.00 $ 0.14 $ 443.25 R54824O $ 283,301.00 $ 0.14 $ 396.62 R418199 $ 361,024.00 $ 0.14 $ 505.43 R548258 $ 344,465.00 $ 0.14 $ 482.25 R530863 $ 307,793.00 $ 0.14 $ 430.91 R416858 $ 460,110.00 $ 0.14 $ 644.15 R496791 $ 298, 771.00 $ 0.14 $ 418.28 R475614 $ 322,910.00 $ 0.14 $ 452.07 R532436 $ 317,804.00 $ 0.14 $ 444.93 R526987 $ 365,259.00 $ 0.14 $ 511.36 R532453 $ 337,121.00 $ 0.14 $ 471.97 R530875 $ 357,473.00 $ 0.14 $ 500.46 R548268 $ 335,668.00 $ 0.14 $ 469.94 R441411 $ 262,455.00 $ 0.14 $ 367.44 R4O5646 $ 274,193.00 $ 0.14 $ 383.87 R380435 $ 340,559.00 $ 0.14 $ 476.78 R38O383 $ 319,707.00 $ 0.14 $ 447.59 R5311O5 $ 355,450.00 $ 0.14 $ 497.63 R4766O5 $ 321,490.00 $ 0.14 $ 450.09 R426232 $ 362,938.00 $ 0.14 $ 508.11 R47557O $ 340,417.00 $ 0.14 $ 476.58 R476603 $ 281, 245.00 $ 0.14 $ 393.74 R475584 $ 290, 329.00 $ 0.14 $ 406.46 R475609 $ 357,133.00 $ 0.14 $ 499.99 R531101 $ 352,556.00 $ 0.14 $ 493.58 R532422 $ 396,059.00 $ 0.14 $ 554.48 R496768 $ 422,654.00 $ 0.14 $ 591.72 GEORGETOWN VILLAGE PID NO. 1 33 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 00 Operation Annual installment • .. Maintenance i R532429 $ 462,643.00 $ 0.14 $ 647.70 R475505 $ 357,306.00 $ 0.14 $ 500.23 R389236 $ 336,316.00 $ 0.14 $ 470.84 R476610 $ 281, 840.00 $ 0.14 $ 394.58 R527000 $ 332,839.00 $ 0.14 $ 465.97 R531112 $ 287,499.00 $ 0.14 $ 402.50 R405631 $ 255,879.00 $ 0.14 $ 358.23 R496793 $ 415,805.00 $ 0.14 $ 582.13 R531094 $ 395,219.00 $ 0.14 $ 553.31 R532447 $ 397, 594.00 $ 0.14 $ 556.63 R380414 $ 249,675.00 $ 0.14 $ 349.55 R475523 $ 352,660.00 $ 0.14 $ 493.72 R475616 $ 288,820.00 $ 0.14 $ 404.35 R545951 $ 428,073.00 $ 0.14 $ 599.30 R530847 $ 275,592.00 $ 0.14 $ 385.83 R530793 $ 274,593.00 $ 0.14 $ 384.43 R476628 $ 306,561.00 $ 0.14 $ 429.19 R475541 $ 317,783.00 $ 0.14 $ 444.90 R496725 $ 300, 654.00 $ 0.14 $ 420.92 R548242 $ 248, 293.00 $ 0.14 $ 347.61 R530879 $ 308, 221.00 $ 0.14 $ 431.51 R548256 $ 317,827.00 $ 0.14 $ 444.96 R496718 $ 340,307.00 $ 0.14 $ 476.43 R441382 $ 319,667.00 $ 0.14 $ 447.53 R548262 $ 325,685.00 $ 0.14 $ 455.96 R475561 $ 309,791.00 $ 0.14 $ 433.71 R416854 $ 393,739.00 $ 0.14 $ 551.23 R545978 $ 449,711.00 $ 0.14 $ 629.60 R476616 $ 281, 245.00 $ 0.14 $ 393.74 R530798 $ 324, 658.00 $ 0.14 $ 454.52 R441401 $ 273, 617.00 $ 0.14 $ 383.06 R476634 $ 289,742.00 $ 0.14 $ 405.64 R441370 $ 294,041.00 $ 0.14 $ 411.66 R545928 $ 368,292.00 $ 0.14 $ 515.61 R519692 $ 328,803.00 $ 0.14 $ 460.32 R519675 $ 335, 921.00 $ 0.14 $ 470.29 R405637 $ 255,879.00 $ 0.14 $ 358.23 R496748 $ 277, 713.00 $ 0.14 $ 388.80 R525213 $ 357,259.00 $ 0.14 $ 500.16 R475510 $ 289, 201.00 $ 0.14 $ 404.88 GEORGETOWN VILLAGE PID NO. 1 34 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 00 Operation Annual Installment • .. Maintenance i R530831 $ 249,532.00 $ 0.14 $ 349.34 R418231 $ 308,562.00 $ 0.14 $ 431.99 R496731 $ 297,050.00 $ 0.14 $ 415.87 R532434 $ 347,405.00 $ 0.14 $ 486.37 R527O04 $ 324,802.00 $ 0.14 $ 454.72 R525206 $ 384,987.00 $ 0.14 $ 538.98 R548285 $ 270,024.00 $ 0.14 $ 378.03 R525154 $ 437,659.00 $ 0.14 $ 612.72 R380403 $ 315,663.00 $ 0.14 $ 441.93 R380315 $ 304,919.00 $ 0.14 $ 426.89 R426262 $ 295,700.00 $ 0.14 $ 413.98 R532417 $ 427,766.00 $ 0.14 $ 598.87 R496749 $ 331,950.00 $ 0.14 $ 464.73 R527O01 $ 335,119.00 $ 0.14 $ 469.17 R496819 $ 358,226.00 $ 0.14 $ 501.52 R476636 $ 297,305.00 $ 0.14 $ 416.23 R38O415 $ 277,690.00 $ 0.14 $ 388.77 R4O5607 $ 274,651.00 $ 0.14 $ 384.51 R519679 $ 361,713.00 $ 0.14 $ 506.40 R496774 $ 331,367.00 $ 0.14 $ 463.91 R531102 $ 385,861.00 $ 0.14 $ 540.21 R441433 $ 280,133.00 $ 0.14 $ 392.19 R53O855 $ 303,469.00 $ 0.14 $ 424.86 R4O5641 $ 286,477.00 $ 0.14 $ 401.07 R530810 $ 256,839.00 $ 0.14 $ 359.57 R530853 $ 279,587.00 $ 0.14 $ 391.42 R548275 $ 308,648.00 $ 0.14 $ 432.11 R532441 $ 441,489.00 $ 0.14 $ 618.08 R426227 $ 343,698.00 $ 0.14 $ 481.18 R545950 $ 316,916.00 $ 0.14 $ 443.68 R545973 $ 336,941.00 $ 0.14 $ 471.72 R545914 $ 453,982.00 $ 0.14 $ 635.57 R475592 $ 272,818.00 $ 0.14 $ 381.95 R532421 $ 382,089.00 $ 0.14 $ 534.92 R38O33O $ 355,901.00 $ 0.14 $ 498.26 R380431 $ 333,062.00 $ 0.14 $ 466.29 R4O5593 $ 302,750.00 $ 0.14 $ 423.85 R526972 $ 329,390.00 $ 0.14 $ 461.15 R496726 $ 349,036.00 $ 0.14 $ 488.65 R476611 $ 334,121.00 $ 0.14 1 $ 467.77 GEORGETOWN VILLAGE PID NO. 1 35 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 00 Operation Annual Installment PropertV ID Assessed Valuelal Maintenance Assessment Due 1/31/2022"' R545957 $ 402,762.00 $ 0.14 $ 563.87 R441415 $ 267,958.00 $ 0.14 $ 375.14 R532455 $ 340,611.00 $ 0.14 $ 476.86 R519731 $ 452,069.00 $ 0.14 $ 632.90 R476586 $ 319,552.00 $ 0.14 $ 447.37 R530803 $ 253,773.00 $ 0.14 $ 355.28 R416850 $ 314,793.00 $ 0.14 $ 440.71 R530835 $ 338,573.00 $ 0.14 $ 474.00 R532457 $ 337,121.00 $ 0.14 $ 471.97 R530871 $ 297,927.00 $ 0.14 $ 417.10 R527017 $ 284,781.00 $ 0.14 $ 398.69 R418225 $ 317, 295.00 $ 0.14 $ 444.21 R530837 $ 270,024.00 $ 0.14 $ 378.03 R380395 $ 301, 264.00 $ 0.14 $ 421.77 R526995 $ 267, 290.00 $ 0.14 $ 374.21 R526963 $ 268,204.00 $ 0.14 $ 375.49 R525199 $ 318,381.00 $ 0.14 $ 445.73 R476615 $ 320,753.00 $ 0.14 $ 449.05 R525148 $ 334,569.00 $ 0.14 $ 468.40 R476580 $ 283, 901.00 $ 0.14 $ 397.46 R496813 $ 404, 611.00 $ 0.14 $ 566.46 R441419 $ 276,480.00 $ 0.14 $ 387.07 R530817 $ 364,139.00 $ 0.14 $ 509.79 R545945 $ 330,675.00 $ 0.14 $ 462.95 R405605 $ 268,726.00 $ 0.14 $ 376.22 R545963 $ 357,609.00 $ 0.14 $ 500.65 R496781 $ 328,849.00 $ 0.14 $ 460.39 R527012 $ 352,490.00 $ 0.14 $ 493.49 R416855 $ 298,055.00 $ 0.14 $ 417.28 R380359 $ 341,973.00 $ 0.14 $ 478.76 R530799 $ 251,152.00 $ 0.14 $ 351.61 R496753 $ 365,676.00 $ 0.14 $ 511.95 R476640 $ 361,192.00 $ 0.14 $ 505.67 R476589 $ 326,928.00 $ 0.14 $ 457.70 R519700 $ 282,889.00 $ 0.14 $ 396.04 R405662 $ 270, 690.00 $ 0.14 $ 378.97 R496719 $ 272,940.00 $ 0.14 $ 382.12 R418220 $ 308, 658.00 $ 0.14 $ 432.12 R531091 $ 291, 218.00 $ 0.14 $ 407.71 R475503 $ 364,344.00 $ 0.14 $ 510.08 GEORGETOWN VILLAGE PID NO. 1 36 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=10C 7neratinn A PropertyID Assessed T, 1 R475554 $ 284,653.00 $ 0.14 $ 398.51 R530857 $ 247,773.00 $ 0.14 $ 346.88 R531106 $ 332,825.00 $ 0.14 $ 465.96 R527003 $ 327,087.00 $ 0.14 $ 457.92 R545922 $ 368,429.00 $ 0.14 $ 515.80 R380318 $ 309,099.00 $ 0.14 $ 432.74 R441346 $ 302,023.00 $ 0.14 $ 422.83 R525205 $ 377,879.00 $ 0.14 $ 529.03 R530823 $ 281,097.00 $ 0.14 $ 393.54 R476608 $ 263,555.00 $ 0.14 $ 368.98 R405630 $ 252,408.00 $ 0.14 $ 353.37 R380402 $ 291, 233.00 $ 0.14 $ 407.73 R496743 $ 310,991.00 $ 0.14 $ 435.39 R475566 $ 354,471.00 $ 0.14 $ 496.26 R475509 $ 288,168.00 $ 0.14 $ 403.44 R496757 $ 371,797.00 $ 0.14 $ 520.52 R519705 $ 301,915.00 $ 0.14 $ 422.68 R380329 $ 398,828.00 $ 0.14 $ 558.36 R519730 $ 402,540.00 $ 0.14 $ 563.56 R389243 $ 395,723.00 $ 0.14 $ 554.01 R441364 $ 330,479.00 $ 0.14 $ 462.67 R441425 $ 285,733.00 $ 0.14 $ 400.03 R380443 $ 295,174.00 $ 0.14 $ 413.24 R525211 $ 361,054.00 $ 0.14 $ 505.48 R496750 $ 301, 623.00 $ 0.14 $ 422.27 R519712 $ 287,897.00 $ 0.14 $ 403.06 R405624 $ 252,408.00 $ 0.14 $ 353.37 R475559 $ 341,513.00 $ 0.14 $ 478.12 R530822 $ 384,300.00 $ 0.14 $ 538.02 R530797 $ 278,955.00 $ 0.14 $ 390.54 R380347 $ 346,873.00 $ 0.14 $ 485.62 R380425 $ 319,975.00 $ 0.14 $ 447.97 R532437 $ 412,443.00 $ 0.14 $ 577.42 R519683 $ 320,637.00 $ 0.14 $ 448.89 R380335 $ 335,027.00 $ 0.14 $ 469.04 R531108 $ 288,285.00 $ 0.14 $ 403.60 R526971 $ 248,177.00 $ 0.14 $ 347.45 R496804 $ 333,079.00 $ 0.14 $ 466.31 R527005 $ 336,562.00 $ 0.14 $ 471.19 R545969 $ 335,732.00 $ 0.14 $ 470.02 GEORGETOWN VILLAGE PID NO. 1 37 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=10C 3neration & Property ID Assessedrlalue- R545954 $ 493,723.00 $ 0.14 $ 691.21 R496787 $ 389,550.00 $ 0.14 $ 545.37 R548286 $ 311,810.00 $ 0.14 $ 436.53 R548271 $ 322,251.00 $ 0.14 $ 451.15 R441412 $ 322,843.00 $ 0.14 $ 451.98 R476591 $ 286,130.00 $ 0.14 $ 400.58 R496806 $ 351,248.00 $ 0.14 $ 491.75 R475520 $ 310,319.00 $ 0.14 $ 434.45 R525207 $ 301,365.00 $ 0.14 $ 421.91 R548269 $ 317,683.00 $ 0.14 $ 444.76 R527018 $ 287,327.00 $ 0.14 $ 402.26 R532450 $ 407,913.00 $ 0.14 $ 571.08 R530842 $ 312,501.00 $ 0.14 $ 437.50 R545942 $ 367,429.00 $ 0.14 $ 514.40 R531096 $ 313,935.00 $ 0.14 $ 439.51 R380391 $ 341,714.00 $ 0.14 $ 478.40 R475557 $ 305,166.00 $ 0.14 $ 427.23 R405590 $ 279,689.00 $ 0.14 $ 391.56 R426260 $ 254,042.00 $ 0.14 $ 355.66 R475600 $ 326,455.00 $ 0.14 $ 457.04 R441355 $ 316,440.00 $ 0.14 $ 443.02 R476637 $ 340,408.00 $ 0.14 $ 476.57 R532413 $ 462,347.00 $ 0.14 $ 647.29 R545920 $ 385,118.00 $ 0.14 $ 539.17 R441344 $ 310,439.00 $ 0.14 $ 434.61 R426212 $ 416,097.00 $ 0.14 $ 582.54 R532452 $ 379,622.00 $ 0.14 $ 531.47 R475537 $ 313,345.00 $ 0.14 $ 438.68 R380365 $ 347,545.00 $ 0.14 $ 486.56 R525155 $ 397,386.00 $ 0.14 $ 556.34 R426235 $ 355,227.00 $ 0.14 $ 497.32 R418210 $ 352,623.00 $ 0.14 $ 493.67 R441391 $ 261,473.00 $ 0.14 $ 366.06 R527009 $ 300,133.00 $ 0.14 $ 420.19 R519728 $ 287,718.00 $ 0.14 $ 402.81 R441405 $ 262,455.00 $ 0.14 $ 367.44 R380363 $ 397, 246.00 $ 0.14 $ 556.14 R475607 $ 295,860.00 $ 0.14 $ 414.20 R441373 $ 261,452.00 $ 0.14 $ 366.03 R441380 $ 313,097.00 $ 0.14 $ 438.34 GEORGETOWN VILLAGE PID NO. 1 38 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN s C=(A=10C 7)oeration & Property T. 1 R525209 $ 415,492.00 $ 0.14 $ 581.69 R380356 $ 270,767.00 $ 0.14 $ 379.07 R475532 $ 408,993.00 $ 0.14 $ 572.59 R476587 $ 283,363.00 $ 0.14 $ 396.71 R496809 $ 399,353.00 $ 0.14 $ 559.09 R441342 $ 269,006.00 $ 0.14 $ 376.61 R526967 $ 294,546.00 $ 0.14 $ 412.36 R475497 $ 278,270.00 $ 0.14 $ 389.58 R380442 $ 305,970.00 $ 0.14 $ 428.36 R548273 $ 353,822.00 $ 0.14 $ 495.35 R380378 $ 426,944.00 $ 0.14 $ 597.72 R545948 $ 328,083.00 $ 0.14 $ 459.32 R475565 $ 319,808.00 $ 0.14 $ 447.73 R441372 $ 302,731.00 $ 0.14 $ 423.82 R519713 $ 305,741.00 $ 0.14 $ 428.04 R476602 $ 292,186.00 $ 0.14 $ 409.06 R532414 $ 438,402.00 $ 0.14 $ 613.76 R441340 $ 279,149.00 $ 0.14 $ 390.81 R525203 $ 299,832.00 $ 0.14 $ 419.76 R496742 $ 334,892.00 $ 0.14 $ 468.85 R532416 $ 438,707.00 $ 0.14 $ 614.19 R530846 $ 252,002.00 $ 0.14 $ 352.80 R405666 $ 290,937.00 $ 0.14 $ 407.31 R532446 $ 364,584.00 $ 0.14 $ 510.42 R426252 $ 279,620.00 $ 0.14 $ 391.47 R545916 $ 393,906.00 $ 0.14 $ 551.47 R548284 $ 248,184.00 $ 0.14 $ 347.46 R548282 $ 306,576.00 $ 0.14 $ 429.21 R526990 $ 285,647.00 $ 0.14 $ 399.91 R496810 $ 323,467.00 $ 0.14 $ 452.85 R531095 $ 322,623.00 $ 0.14 $ 451.67 R548250 $ 365,272.00 $ 0.14 $ 511.38 R405600 $ 275,018.00 $ 0.14 $ 385.03 R545941 $ 378,210.00 $ 0.14 $ 529.49 R519711 $ 303,885.00 $ 0.14 $ 425.44 R548241 $ 280,851.00 $ 0.14 $ 393.19 R545939 $ 417,447.00 $ 0.14 $ 584.43 R519681 $ 281,241.00 $ 0.14 $ 393.74 R475499 $ 354,765.00 $ 0.14 $ 496.67 R441406 $ 317,836.00 $ 0.14 $ 444.97 GEORGETOWN VILLAGE PID NO. 1 39 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN ii Operation Annual Installment Property ID Assessed Valuelal Maintenance Assessment Due 1/31/2022[" R526999 $ 331,406.00 $ 0.14 $ 463.97 R475531 $ 349,910.00 $ 0.14 $ 489.87 R526992 $ 341,713.00 $ 0.14 $ 478.40 R530852 $ 252,002.00 $ 0.14 $ 352.80 R380434 $ 292,771.00 $ 0.14 $ 409.88 R548251 $ 340,094.00 $ 0.14 $ 476.13 R380320 $ 333, 726.00 $ 0.14 $ 467.22 R530820 $ 271,630.00 $ 0.14 $ 380.28 R380331 $ 313,830.00 $ 0.14 $ 439.36 R441383 $ 271,011.00 $ 0.14 $ 379.42 R405616 $ 268,726.00 $ 0.14 $ 376.22 R475581 $ 297, 527.00 $ 0.14 $ 416.54 R530794 $ 329,931.00 $ 0.14 $ 461.90 R426270 $ 316,830.00 $ 0.14 $ 443.56 R475547 $ 389, 326.00 $ 0.14 $ 545.06 R496799 $ 334, 539.00 $ 0.14 $ 468.35 R525208 $ 375,870.00 $ 0.14 $ 526.22 R475606 $ 333,970.00 $ 0.14 $ 467.56 R525150 $ 411,341.00 $ 0.14 $ 575.88 R380390 $ 310,857.00 $ 0.14 $ 435.20 R405591 $ 269,435.00 $ 0.14 $ 377.21 R426268 $ 274,858.00 $ 0.14 $ 384.80 R475580 $ 287,433.00 $ 0.14 $ 402.41 R405639 $ 281, 948.00 $ 0.14 $ 394.73 R530851 $ 302,072.00 $ 0.14 $ 422.90 R475577 $ 292,751.00 $ 0.14 $ 409.85 R532426 $ 400,315.00 $ 0.14 $ 560.44 R532411 $ 394,672.00 $ 0.14 $ 552.54 R548263 $ 360, 394.00 $ 0.14 $ 504.55 R389232 $ 332,495.00 $ 0.14 $ 465.49 R526978 $ 250,910.00 $ 0.14 $ 351.27 R476582 $ 296,735.00 $ 0.14 $ 415.43 R545962 $ 378,822.00 $ 0.14 $ 530.35 R525145 $ 359,646.00 $ 0.14 $ 503.50 R526961 $ 312,132.00 $ 0.14 $ 436.98 R405653 $ 272,805.00 $ 0.14 $ 381.93 R548278 $ 252,679.00 $ 0.14 $ 353.75 R532462 $ 489,826.00 $ 0.14 $ 685.76 R496746 $ 303,534.00 $ 0.14 $ 424.95 R380410 $ 289,618.00 $ 0.14 $ 405.47 GEORGETOWN VILLAGE PID NO. 1 40 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=10C lneratinn P. Property . T. 1 R418212 $ 299,858.00 $ 0.14 $ 419.80 R519690 $ 461,283.00 $ 0.14 $ 645.80 R545944 $ 353,401.00 $ 0.14 $ 494.76 R441404 $ 311,060.00 $ 0.14 $ 435.48 R380343 $ 375,636.00 $ 0.14 $ 525.89 R416856 $ 478,249.00 $ 0.14 $ 669.55 R532461 $ 377,327.00 $ 0.14 $ 528.26 R526997 $ 288,948.00 $ 0.14 $ 404.53 R545930 $ 496,723.00 $ 0.14 $ 695.41 R441353 $ 313,009.00 $ 0.14 $ 438.21 R530868 $ 297,694.00 $ 0.14 $ 416.77 R496764 $ 384,839.00 $ 0.14 $ 538.77 R545905 $ 321,525.00 $ 0.14 $ 450.14 R545971 $ 337,439.00 $ 0.14 $ 472.41 R441361 $ 288,556.00 $ 0.14 $ 403.98 R530840 $ 268,054.00 $ 0.14 $ 375.28 R496770 $ 349,787.00 $ 0.14 $ 489.70 R388470 $ 444,906.00 $ 0.14 $ 622.87 R545918 $ 377,759.00 $ 0.14 $ 528.86 R441376 $ 279,513.00 $ 0.14 $ 391.32 R530859 $ 324,963.00 $ 0.14 $ 454.95 R519732 $ 311,927.00 $ 0.14 $ 436.70 R548235 $ 277,861.00 $ 0.14 $ 389.01 R496782 $ 332,434.00 $ 0.14 $ 465.41 R405606 $ 271,973.00 $ 0.14 $ 380.76 R476585 $ 309,317.00 $ 0.14 $ 433.04 R530872 $ 302,627.00 $ 0.14 $ 423.68 R519687 $ 354,333.00 $ 0.14 $ 496.07 R426233 $ 362,563.00 $ 0.14 $ 507.59 R418215 $ 301,575.00 $ 0.14 $ 422.21 R545965 $ 341,789.00 $ 0.14 $ 478.50 R527014 $ 307,212.00 $ 0.14 $ 430.10 R530849 $ 303,934.00 $ 0.14 $ 425.51 R532409 $ 407,850.00 $ 0.14 $ 570.99 R548243 $ 244,385.00 $ 0.14 $ 342.14 R545913 $ 443,066.00 $ 0.14 $ 620.29 R380327 $ 460,185.00 $ 0.14 $ 644.26 R548244 $ 311,810.00 $ 0.14 $ 436.53 R545946 $ 408,518.00 $ 0.14 $ 571.93 R475528 $ 353,697.00 $ 0.14 $ 495.18 GEORGETOWN VILLAGE PID NO. 1 41 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 00 Operation & Annual installment PropertyMaintenance R426257 $ 276,859.00 $ 0.14 $ 387.60 R526977 $ 281,706.00 $ 0.14 $ 394.39 R530866 $ 308,491.00 $ 0.14 $ 431.89 R496744 $ 323,987.00 $ 0.14 $ 453.58 R475546 $ 322,951.00 $ 0.14 $ 452.13 R527013 $ 274,953.00 $ 0.14 $ 384.93 R532410 $ 339,238.00 $ 0.14 $ 474.93 R545960 $ 394,893.00 $ 0.14 $ 552.85 R380413 $ 301,322.00 $ 0.14 $ 421.85 R548280 $ 362,559.00 $ 0.14 $ 507.58 R519725 $ 377,784.00 $ 0.14 $ 528.90 R548257 $ 310,516.00 $ 0.14 $ 434.72 R545934 $ 393,906.00 $ 0.14 $ 551.47 R531088 $ 332,484.00 $ 0.14 $ 465.48 R545923 $ 436,318.00 $ 0.14 $ 610.85 R426245 $ 332,629.00 $ 0.14 $ 465.68 R496758 $ 301,437.00 $ 0.14 $ 422.01 R545966 $ 335,853.00 $ 0.14 $ 470.19 R418200 $ 310, 698.00 $ 0.14 $ 434.98 R380321 $ 362,388.00 $ 0.14 $ 507.34 R380433 $ 315,498.00 $ 0.14 $ 441.70 R545968 $ 413,317.00 $ 0.14 $ 578.64 R441422 $ 289, 553.00 $ 0.14 $ 405.37 R476613 $ 272,656.00 $ 0.14 $ 381.72 R545925 $ 373,158.00 $ 0.14 $ 522.42 R519717 $ 431,068.00 $ 0.14 $ 603.50 R475569 $ 339,414.00 $ 0.14 $ 475.18 R426229 $ 314,803.00 $ 0.14 $ 440.72 R545935 $ 379,200.00 $ 0.14 $ 530.88 R380384 $ 312, 612.00 $ 0.14 $ 437.66 R530808 $ 316, 697.00 $ 0.14 $ 443.38 R496812 $ 351,953.00 $ 0.14 $ 492.73 R519707 $ 317,977.00 $ 0.14 $ 445.17 R405587 $ 2%726.00 $ 0.14 $ 376.22 R475543 $ 359,309.00 $ 0.14 $ 503.03 R525212 $ 354,209.00 $ 0.14 $ 495.89 R548279 $ 337,796.00 $ 0.14 $ 472.91 R418213 $ 321,089.00 $ 0.14 $ 449.52 R380324 $ 313,418.00 $ 0.14 $ 438.79 R506821 $ 374,442.00 $ 0.14 $ 524.22 GEORGETOWN VILLAGE PID NO. 1 42 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=10C Ineratinn & • .. . l, R476598 $ 308,540.00 $ 0.14 $ 431.96 R475611 $ 318,503.00 $ 0.14 $ 445.90 R380427 $ 317,249.00 $ 0.14 $ 444.15 R496730 $ 261,612.00 $ 0.14 $ 366.26 R531100 $ 398,142.00 $ 0.14 $ 557.40 R476583 $ 296,854.00 $ 0.14 $ 415.60 R532427 $ 405,301.00 $ 0.14 $ 567.42 R496762 $ 382,465.00 $ 0.14 $ 535.45 R441434 $ 294,005.00 $ 0.14 $ 411.61 R426224 $ 364,376.00 $ 0.14 $ 510.13 R475579 $ 293,912.00 $ 0.14 $ 411.48 R548261 $ 350,469.00 $ 0.14 $ 490.66 R389231 $ 367,194.00 $ 0.14 $ 514.07 R496798 $ 404,918.00 $ 0.14 $ 566.89 R441369 $ 302,746.00 $ 0.14 $ 423.84 R476633 $ 300,368.00 $ 0.14 $ 420.52 R389248 $ 317,270.00 $ 0.14 $ 444.18 R475596 $ 353,213.00 $ 0.14 $ 494.50 R545927 $ 337,901.00 $ 0.14 $ 473.06 R530867 $ 288,160.00 $ 0.14 $ 403.42 R532442 $ 334,795.00 $ 0.14 $ 468.71 R525144 $ 418,996.00 $ 0.14 $ 586.59 R530848 $ 289,681.00 $ 0.14 $ 405.55 R426238 $ 348,373.00 $ 0.14 $ 487.72 R530816 $ 374,076.00 $ 0.14 $ 523.71 R4O5655 $ 261,518.00 $ 0.14 $ 366.13 R475511 $ 299,408.00 $ 0.14 $ 419.17 R475560 $ 356,256.00 $ 0.14 $ 498.76 R389230 $ 327,790.00 $ 0.14 $ 458.91 R389238 $ 380,167.00 $ 0.14 $ 532.23 R475575 $ 365,178.00 $ 0.14 $ 511.25 R475582 $ 292,303.00 $ 0.14 $ 409.22 R4O5658 $ 257,054.00 $ 0.14 $ 359.88 R519714 $ 367,642.00 $ 0.14 $ 514.70 R426267 $ 261,160.00 $ 0.14 $ 365.62 R441366 $ 270,668.00 $ 0.14 $ 378.94 R525151 $ 347,053.00 $ 0.14 $ 485.87 R475525 $ 325,200.00 $ 0.14 $ 455.28 R519678 $ 285,164.00 $ 0.14 $ 399.23 R545967 $ 321,285.00 $ 0.14 $ 449.80 GEORGETOWN VILLAGE PID NO. 1 43 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN B C=(A=100 B' 7nPratinn & Propertylalue- Assessment Due 1/31/ZI,ZZ'-' R530802 $ 277,682.00 $ 0.14 $ 388.75 R545974 $ 392, 572.00 $ 0.14 $ 549.60 R548233 $ 311,444.00 $ 0.14 $ 436.02 R548247 $ 317,107.00 $ 0.14 $ 443.95 R526984 $ 309,862.00 $ 0.14 $ 433.81 R426253 $ 299,859.00 $ 0.14 $ 419.80 R531110 $ 302,197.00 $ 0.14 $ 423.08 R545917 $ 376,977.00 $ 0.14 $ 527.77 R545926 $ 332,346.00 $ 0.14 $ 465.28 R416853 $ 319,113.00 $ 0.14 $ 446.76 R530829 $ 304,636.00 $ 0.14 $ 426.49 R475573 $ 294,820.00 $ 0.14 $ 412.75 R405617 $ 275, 293.00 $ 0.14 $ 385.41 R496800 $ 349,045.00 $ 0.14 $ 488.66 R380418 $ 332,809.00 $ 0.14 $ 465.93 R405656 $ 252,408.00 $ 0.14 $ 353.37 R380400 $ 325, 695.00 $ 0.14 $ 455.97 R476578 $ 304,814.00 $ 0.14 $ 426.74 R476621 $ 272, 656.00 $ 0.14 $ 381.72 R526964 $ 304,314.00 $ 0.14 $ 426.04 R530813 $ 278, 645.00 $ 0.14 $ 390.10 R545931 $ 390,143.00 $ 0.14 $ 546.20 R496741 $ 293,770.00 $ 0.14 $ 411.28 R526973 $ 306,524.00 $ 0.14 $ 429.13 R519721 $ 284,422.00 $ 0.14 $ 398.19 R405615 $ 279,689.00 $ 0.14 $ 391.56 R441423 $ 259, 368.00 $ 0.14 $ 363.12 R475500 $ 302,189.00 $ 0.14 $ 423.06 R475514 $ 335, 745.00 $ 0.14 $ 470.04 R380441 $ 400,776.00 $ 0.14 $ 561.09 R475589 $ 353, 700.00 $ 0.14 $ 495.18 R405633 $ 275,482.00 $ 0.14 $ 385.67 R548283 $ 399,502.00 $ 0.14 $ 559.30 R380398 $ 296,028.00 $ 0.14 $ 414.44 R476576 $ 267, 291.00 $ 0.14 $ 374.21 R496796 $ 387, 748.00 $ 0.14 $ 542.85 R532443 $ 378,629.00 $ 0.14 $ 530.08 R526996 $ 247,159.00 $ 0.14 $ 346.02 R548246 $ 367, 588.00 $ 0.14 5 514.62 R548277 $ 269,533.00 $ 0.14 $ 377.35 GEORGETOWN VILLAGE PID NO. 1 44 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 100) Operation Annual Installment Property ID Assessed Valuelal Maintenance Assessment Due 1/31/2022[" R441418 $ 281,080.00 $ 0.14 $ 393.51 R526960 $ 308,292.00 $ 0.14 $ 431.61 R527010 $ 337,069.00 $ 0.14 $ 471.90 R405620 $ 277,829.00 $ 0.14 $ 388.96 R545961 $ 388,711.00 $ 0.14 $ 544.20 R545912 $ 396,523.00 $ 0.14 $ 555.13 R475513 $ 307,782.00 $ 0.14 $ 430.89 R426272 $ 274,858.00 $ 0.14 $ 384.80 R475613 $ 385,063.00 $ 0.14 $ 539.09 R532412 $ 394,372.00 $ 0.14 $ 552.12 R519709 $ 285,471.00 $ 0.14 $ 399.66 R530818 $ 311,810.00 $ 0.14 $ 436.53 R532444 $ 489,469.00 $ 0.14 $ 685.26 R519676 $ 337,334.00 $ 0.14 $ 472.27 R548245 $ 267,096.00 $ 0.14 $ 373.93 R416857 $ 407,758.00 $ 0.14 $ 570.86 R519723 $ 416,105.00 $ 0.14 $ 582.55 R526965 $ 335,119.00 $ 0.14 $ 469.17 R380348 $ 340,936.00 $ 0.14 $ 477.31 R530878 $ 281,771.00 $ 0.14 $ 394.48 R496783 $ 353,769.00 $ 0.14 $ 495.28 R532439 $ 373,340.00 $ 0.14 $ 522.68 R476593 $ 272, 730.00 $ 0.14 $ 381.82 R380408 $ 306,282.00 $ 0.14 $ 428.79 R475556 $ 352, 262.00 $ 0.14 $ 493.17 R441338 $ 283,043.00 $ 0.14 $ 396.26 R389228 $ 403,378.00 $ 0.14 $ 564.73 Total $ 372,981,309.00 $ 522,173.92 Notes: [a] Preliminary per Williamson Central ApprisaI District and is subject to change. [b] The Assessment Roll covers period October 1, 2021 to September 30, 2022 and is due by January 31, 2022. The Annual Collection Costs will be adjusted each year based on actual Operations and Maintenance Costs and Administrative Costs. Totals may not match the Annual Installment due to rounding. GEORGETOWN VILLAGE PID NO. 1 45 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN Z g a W Y� W N m H m 2 X W o °�° v lO LK lO al to fa O V 00 C_ a) 7 E N in in iA In V). in in :3 fa a) Ln In al O O N N C QA ^ O oc L Q %D w 4- Ln (n rn o E ai S TO TOin iA +n in in in in m o^o > u Ln Ln , CU 00 00 Z v bD c u m "N 3 a m in in in in in in go o in o u Q c c 0) %D m rl w o c o •ro Ln .r-i LMn 'ii to 00 N C C M C o in in v► in in in of ° a O O fa L/ am Y d a -I CI I, O' C) al O. U m p 14 14 N a0 C-4 O O. n t. Q u o o rn Ln en 00 ar Y c M v u m c > a a C um w fa cu E E m = C N of N 8 3 v Q LA Q Q co + c a o. c o. 0) m m u ,u u u Y L %j v E u > O Lq L v +••� +O+ N Y IA ra Y N Q Z 0 LA W u u ai m a) O N C C c C �Oif aJ V) a) C u m m m C fa � •+ � C -0 aJ (U Q C_ d f0 Q O f0 CL N o ,o CU m Ln N E E d v v Q Q yj C C (O fa Y O Y a) N N o fa c fO -0 o c aJ v E v E N p E u s r vU Y C Ca u u +' N •C CU aj .f0., c a n a" o� u° w w o lD a EXHIBIT C-1- OPERATIONS AND MAINTENANCE BUDGET FY mu FY 2020 fY 2020iY 2020 3Y 2026tt1 Ad Valorem Taxes dl Allocated Interest 1'1 en Take. - Penabies aryl M4eteH $ S 5 522,174 $ 1,000 $ 100 S 532.617 $ 1.000 $ t00 5 543,270 $ 1,000 $ 100 S 554,135 $ 1,000 $ 100 5 565,218 1,000 100 Sub Total $ S23,274 $ 53%)l1 $ 544,370 $ S5S,235 S 566,312 I Contingency Reserve Re lacement and Repair Reserve $ 805 $ 5 5 121,014 S Sub Total S 352,805 $ $ 5 221,014 $ Total Revenue $ 828 79 S S v $ S44370 $ 676249 S 566,318 1 S 4,620 S 4,758 S 4,901 $ 5,048 $ 5,199 Administrative (Joint Services) Allocation Genera l Fund Alloca don $ 24,651 5 25,391 S 26,152 $ 26,937 S 27,745 Printing (Previously Brochures) $ 2,163 5 2,228 S 2,295 5 2,364 $ 2,434 Appraisal Contracts - WCAD &Tax Assessor Collector $ 3,605 5 3,713 S 3,825 $ 3,939 $ 4,057 Consulting - Management $ 20,600 S 21,218 5 21,855 S 22,510 $ 23,185 Mowing Contracts M $ 154,500 5 159,135 S 163,909 $ 160,826 $ 173,891 Utilities S 57,680 5 59,410 5 61,193 $ 63,028 S 64,919 Office Supplies, General S 309 S 318 $ 328 $ 338 S: 348 Maintenance - Street Asphaltic S 12,360 $ 12,731 $ 13,113 $ 13,506 S 13,911 Matmenan[e-9dewalk 5 28,896 S 29,763 $ 30,656 S 31,575 S 32,523 Ttee and Shrub 11?0 o41 SAMICft .5 20,600 $ 21,218 $ 21,855 $ 22,510 23,185 Operational Supplies -Street Name Blades $ 6,000 5 6,000 S 6,000 5 6,000 S 6,000 Mowing and Pond Maintenance"' S 19,440 5 20,023 $ 20,624 $ 21,243 f 21,890 Maintenance - Ponds and Irrigation Systems $ 30,900 $ 31,827 $ 32,782 5 33,765 S 34,778 Property and Caswlty insurance $ 1,010 5 1.061 _ 5 1.093 5 1.126 $ 1,159 Sub Total $ 38'7354 5 398,794 5 4y0,$78 S 422.715 S 4351217 Replacement and Repair Reserw 114,923 5 81.792 5 S 131.301 Sub Total 5 S 114.973 S 871702 $ S 131,101 Shell Road Landscape 5creemnr,` $ 126,715 $ 126,715 Entry Monumentation landscaping (around Intersections) lelkl S 270,521 .$ 270,521 Street Trees Along Bellaire Dr & Rosedale Blvd 1d110 $ 70.000 $ 70,000 Street Name Blade Upgrades['] N/A $ 19,789 Parks Replacement"] N/A $ 1,700 Alley Sealantt'] $ 20,000 $ 20,000 Summer Green Park 5 186,736 $ 29,000 $ 157,736 Bedford Park $ 112,798 5 17.009 5 95,798 Sub Total S 48&M S 20.000 5 41S,000 S 253,534 S Tote[ EmptnJias S 1 nNm $ 531,717 5 544.370 $ 67 249 S 566,31E Endlttg Fund Balance Contingency Reserve GI S 96,838 $ 96,838 $ 96,838 $ 96,838 $ 96,838 Replacement and Repair Reserve 01 5 89,668 $ 204,591 $ 292,383 $ 171,368 $ 302,469 Notes: [a] Each following year is an estimate only, assuming assessed value increases by 2%. Actual Assessed Value shall be updated In each year in such corresponding O&M Annual Service Plan Update. [b] Reflects increased level of service for new contract being worked on jc] Detention Pond Maintenance for areas that have not yet been transferred to Georgetown Village PID d] Design cost was approved separately in FY21 & construction to follow in FY22 [e] Entry Monumentation Landscaping around intersections for the following entries: 1 Rosedale and Village Commons Entries 2 Westbury and Bellaire Entries 3. Sycamore Entry [f] Including trees, irrigation, and sidewalk updates (g] Estimated cost at time of budget preparation; actual cost may vary [h] Alley maintenance every 5 years, last maintenance was in FY2018 [i] 90 days reserve a See future improvements within this SAP Section III [k] Estimated historic O&M expenses and projects improvement prioritized by PID Board on March 2021 meeting [I] Parks replacement schedule is included in Exhibit C-2 GEORGETOWN VILLAGE PID NO. 1 47 2021 AMENDED AND RESTATED 0&M SERVICE AND ASSESSMENT PLAN EXHIBIT C-2 - PARKS REPLACEMENT SCHEDULE Fence -Cemetery Mutt Mitt Dispenser Park Bench Sign -Cemetery Sign -Park Trash Receptacle Fence -Karst Mutt Mitt Dispenser Park Bench Sign -Karst Sign -Park Table-ADA Trash Receptacle Mutt Mitt Dispenser Park Bench Sign -Park Trash Receptacle Mutt Mitt Dispenser Park Bench Sign -Park Table-ADA Trash Receptacle Sign -Monument Sign -Monument Sign -Monument Sign -Monument Sign -Monument Sign -Monument $ 200 $ 7,500 $ 150 $ 1,400 $ 1,000 $ 3,500 $ 600 $ 2,000 $ 300 $ 2,100 $ So0 $ 6,000 $ 1,000 $ 2,200 $ 150 $ 700 $ 3,000 $ 1,200 $ 150 $ 1,400 $ 3,000 $ 1,000 $ 600 $ 8,000 $ 8,000 $ 10,000 $ 8,000 $ 8,000 $ 8,0OD GEORGETOWN VILLAGE PID NO. 1 48 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN Fence -Maintenance Fence -Wrought Iron Gazebo Replacement Park Bench Sign -Trail Trash Receptacle Gazebo Repair Park Bench Sign -Park Table-ADA Table -Game Trash Receptacle Mutt Mitt Dispenser Park Clench Sign -Park Trash Receptacle Mutt Mitt Dispenser Park Bench Sign -Park Sign -Trail Table-ADA Trash Receptacle Sign -Trail Mutt Mitt Dispenser Park Bench Sign -Park Trash Receptacle Mutt Mitt Dispenser Park Bench Sign -Park Sign -Trail Trash Receptacle Mutt Mitt Dispenser Park Bench Sign -Park Trash Receptacle $ 1,500 S 1,500 $ 11,500 $ 100,001) $ 2,800 $ 700 $ 1,20D $ 30,000 $ 1,aao $ 3,000 $ 1,000 $ 1,OOD $ 600 $ 250 $ 700 $ 3,OOq $ 600 $ 150 $ 1,4M $ 3,000 $ 700 $ 1,OOD $ 600 $ 700 $ 150 $ 1,400 $ 3,000 $ 600 $ 150 $ 1,400 $ 3,000 $ 700 $ 600 $ 150 $ 700 $ 3,000 $ 600 GEORGETOWN VILLAGE PID NO. 1 49 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN Mutt Mitt Dispenser $ 150 Park Bench $ 1,400 Sign -Park $ 3,000 Table-ADA $ 1,000 Table -Game $ 1,000 Mutt Mitt Dispenser $ 150 Park Bench $ 3,500 Sign -Kiosk $ 4,000 Sign -Park $ 3,500 Table-ADA $ 3,000 Table -Game $ 1,000 Trash Receptacle 1,800 Grand Total S 1,700 $ 294,100 GEORGETOWN VILLAGE PID NO. 1 SO 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN L ? a LL S W X A A a E Y S y i1 JF 5 iC og 4ag�ao QqE ^ O 'O y V 2 Q K> oZ f� v CpCp C7 Nki uZl Ji a ti V rc o�'c � ns ns o� a N $ 1-1 Ln 14 0 Z a W g J Z 3 0 W W E� XHIBIT D-2 - PARKS, LANDSCAPES, MOWING, AND POND MAINTENANCE MAP I r�' Lampe LaWG�wnbeks DEPAM NEW =Pvd1,WrQ: rrrrAroma =PARKS Paris c 1 Aae srmm"TEA -Parlor >IAo =PLMUC WCAK5 (rl+ )WN oparQls oWAT6tDW FAO UMS GEORGETOWN VILLAGE PID NO. 1 52 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN EXHIBIT D-3 - STREETS SIGNAGE MAP i r r r � cf f GEORGETOWN VILLAGE PID NO. 1 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN I 53 m Q � 7 m o 6 � d a W US a LM Ml � a fo ilL-a cn 21 c im o E n f, Ln Ln rl C LO Ln w- _ r C) acIL Ln ca x u CY) E .9 -3 'o a) a) 10) 45 a) CD Q) I 0 O 0 Cf) c) cn • m to t5 0) 0 0 > IEU (a. CL 2 2 CL 3 iz f0i M 0 LL 0- CL r-I 0 0 0 00 41K i,1"T ....... - - - - - - - /I 1pf, - E c E Z y M N 1 f0 O 4 m C7 cc R U d 1 1 � ❑ e I" In EXHIBIT E — LEGAL DESCRIPTION Shell Ranch Section 1 FIELDNOTE DESCRIPTION of a 19.9080 *or* tract of land aut of and a part of the Joseph Fish Survey No. 232 and the Leroy B. Lord Survey No. 407. Williamson County. Texas, and being a part of that 42.775 acre tract conveyed to Rosemary Shell Tonner by deed of record In Volume 1137Z Page 708 of tho Willamson County dfficlaf Deed Records, and a port of that 195.137 acre tract conveyed to Joy Shell Adkins by deed of record In Volume 187Z Pole 708 of said Heed Records; said 19.9080 acre tract, being all of proposed Shell Ranch. Section One, a subdivision not yet recorded, Is more portWorly desoMed by mates and bounds as follows: COMMENCING at 0 colculoted point In the curving westerly right-of-way Ilse of Shell Rood (80' R.O.W.). sold point being the northeasterly corner of sold 42.775 acre tract and the southeasterly corner of said 195,137 ocre tract, from which a 1/20 Iron rod found boors N64 35'5'rW, a distance of 0.44 feet; THENCE. leaving the southeasterly comer of the sold IM137 acre tract. along the curving westerly right -of --way line of Shell Rood, being the easterly line of sold 42.775 acre tract. with a curve to the right having o radius of 2750.00 feet, a central angle of 00'50'29". a chord which bears S22*05'140W a distance of 40.53 feet, for an arc distance of 40.53 feet to a 1 /20 Iran rod set for the POINT OF BEGINNING hereof; THENCE, continuing along the curving westerly right-of-way line of Shell Rood, being the easterly We of sold 42.775 acre tract, with a curve to the right having a radius of 2760.00 feet, a control angle of 0213'23", a chord which bean S2337'100W a distance of 107.07 feet, for an ore distance of 107.08 feet to a 1 /2" iron rod set; 7HENCE. leaving the westerly right--of-way line of Shell Rood, being the easterly Ilse of sold 42.775 acre tract, over and across sold 42.775 acre tract the following five (5) courses: 1) With a curve to the left having a radius of 20.00 feet. a central angle of o chord which bears N24'20'19"W a distance of 30.22 feet, for an we distance of 34.26 feet to a 1 /2' iron rod set for the point of tangency; 2) 14173'24WW, a distance of 119.34 feet to a 1/2" iron rod set for the point of curvature of a avrw to the right; 3) With sold curve to the right having a radius of 310.00 feet, a central angle of 03'40 36 , a chord which bean N7134 WW a distonce of 19.89 feet, for an arc dieta+ce of 19.89 feet to a 1 /2" Won rod set for the point of tangency, 4) N89'43'S2'W, a distance of 75.82 feet to a 1 /2" Mon rod set for an angle Point; 5) N73'24'28"W, a distance of 601.45 feet to 0 ccicWated point on tho common line between sold 42.775 acre tract and said 195.137 acre bract, from which a 1 /2' Mon rod found for the common westerly corner of said 42.775 axe tract and sold 195.137 acre tract bears Soli 04'10"W, a distance of 1088.80 feet, GEORGETOWN VILLAGE PID NO. 1 59 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN THENCE, leaving the common line between sold 42.775 ocre hoot and sold 195.137 ocre tract. over and ocross sold 198.137 acre tract, the following forty-nine (49) course": 1) N7324'2lrW. a distance of 388.67 feet to a 1/2" Iron rod not for the point of curvature of o curve to the left; 2) With sold curve to th* left having a radius of 25.00 feet, a control angle of 901'00-W. a chord which bears S61'35'32'W a distance of 35.38 het, for an arc distance of 39.27 feet to a 1 /2' Iron rod not 3) N7324'2S'W, o distance of 60.00 feet to a 1 /2' Won rod set for the beginning of a curve to the le/t; 4) With said curve to the left having a radius of 25,00 feet. a control ongle of 90'00'40', ❑ chord which bears N28'24'2,6"W a distance of 35.36 feet, for an are distance of 39.27 foot to a 1 /2' iron rod set. 5) N21'46'06'E. a distance of 60.25 feet to a 1 /2' Wan rod set an a curve to the left; 6) Oth sold curve to the left having a rodlus of 20.00 feet. a central ongle of 87'44'48", ❑ chord which bears N62'43'00'E a distance of 27.72 feet, for an are distance of 30.63 fast to a 1 /2" Iran rod set for the point of reverse curvature of a curve to the right; 7) With sold curve to the right having a rodlus of 500.00 feet, a control angle of 03*N'16", a chord which bears N2075'22'E a distance of 27.52 feet, for on arc distance of 27.53 feet to a 1 /20 iron rod set for the point of reverse curvature of a curve to the left; 6) With sold curve to the left having a radius of 490.00 feet, a control ongls of 43'41'49". a chord which bears N20MQ'OB"E a distance of 31.61 feet, for on arc distance of 31.62 feet to a 1/2" Iron rod set for the point of reverse curvature of a curve to the right. 9) With said curve to the right having a radius of 496.00 feet. a central angle of 20'25'04', a Chord which boars N28'30'430E a distance of 175.82 feet, for an arc distance of 176.75 feet to a 1/2" Won rod set far the point of tongenc)r, 10) N38'43'150E, a distance of 70.75 feet to a 1/2" iron rod set for the point of curvature of a curve to the left; 11) With a curve to the left having o radius of 490.00 feet a control angle of 06'14'09'. a chord which floors M35`36'11'E a distance of 53.30 feet, for an arc distance of 53.33 foot to a 1/2" iron rod set for the point of tongenc)r. 12) N3229'061. a distance of 34.10 feet to a 1/2" iron rod set for the point of curvature of a curve to tM left; GEORGETOWN VILLAGE PID NO. 1 60 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 13) With said curve to the left having o radius of 440.00 feet. a control angle of 05'47'41 ", a chord which bears N29'35'150E a distance of ".48 feet, for on arc distance of 44.50 feet to a 1 /2" Iron rod set for the paint of compound curvature of a curve to Me left; 14) Nth said curve to the left having a radius of 20.00 feet, a central angle of 62`40'57", o chord which boars N04'39'04"W a distance of 20.81 feet, for on arc distance of 21.88 feet to a 1/2' Won rod set for the point of reverse curvature of a curve to the right; 15) With said curve to the right having a radius of 73.00 feet, a control angle of 10V05'500, a chord which bears N1 d'33'53'E a distance of 115.92 feet, for an arc distance of 133.92 foot to a 1/2' Iran rod set for the point of reverse curvature of a curve to the left; 18) With said curve to the left having a radius of 20.00 feet. a central angle of 62'40'56', a chord which boors N37'4$'50"E a distance of 20.81 het. for an arc distance of 21.88 foot to a 1/2" Iron rod not for the point of compound curvature of a curve to the left: 17) VAth sold curve to the left having a radius of 440.00 feet, a con" angle of 11'17'37". a chord which boors N0i7'47'34"E a distance of aG.59 feet. for an arc distance of 88.73 feet to a 1/2' Iron rod set for the point of tongency, 18) N04751'15"W, a distance of 124.78 feat to a 1 /20 iron rod set for the point of curvatum of a curve to the right; 19) With sold curve to the right having a radius of 500.00 feet, a central ongie of 0922'12". a chard which boars MOOMY09"W a distonoe of 81.68 feet, for an oric distance of 81.77 feet to a 1/i Iron rod ss#: 20) N73°24`28"W, a distance of 450.94 feet to a 1 /2" iron rod set for the point of curvatwo of a curve to the left; 21) Wfth sow curve to the loft hoAN a radius of 356.21 feat, a central angle of 39'30' 17" a chard winch boars S88'41'05"W a distance of 240.77 feet, for an arc distance of 245.60 feet to a 1/2" iron rod set; 22) N21'07'2D'W, a distance of 314.09 foot to a 1/2' iron rod set; 23) N69-00-54 -W. a distance of 55.21 feat to a 1/2- ton rod met; 24) N28'D7`130E, a distance of 160.69 feet to a 1/2" Iron rod sat; 25) N38'54'060E, a distance of 149.37 teat to a 1/2" iron rod set; 26) N49'40`S7"E. a distance of 149.37 Beet to a 1/2" Iran rod set; 27) N55* 4'23"E, a distance of 103.97 feet to a 1/2' Iran rod set; 28) N63`39'34"E. a distance of 132.88 Feet to a 1/20 Iran rod set; GEORGETOWN VILLAGE PID NO. 1 61 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 29) N80'49*5M a distance of 132.98 feet to a 1/2" iron rod set; 30) S81'50'e0"E, a distance of 13Z88 feet to a 1 /2" iron rod set; 31) S73'24'2@'E, a distance of 390.02 feet to a 1/2" Iron rod set; 32) S16'335330W, a distance of 736.38 foot to a 1/2" iron rod set for the point of curvaature of a curve to the left; 33) With saw curve to the left having a radius of 440.0O feet, a control angle of 21'26'47' a chord which boors S05'52'09"W a distance of 163.74 feet, for an ore distance of 164.70 feet to a 1 /2' iron rod set for the point of tangency. 34) SO430 5'E, a dirtonce of 124.78 feat to a 1 /2" iron rod net for the Point of curvature of a carve to the right; 35) With said curve to the right having a radius of 500.00 feet, a control ongie of 1219" T", a chord which boars S01 `18'24`W a distonce of 107.32 feet, for an orc distorm of 107.52 feet to a 1 /2' iron rod set for the point of reverse ourvature of a curve to the left; 36) With sold curse to the left having a rodius of 20.00 feat, a control angle of 53'02'35' o chord which boom S19'10SWE a distance of 17.96 feet, for on arc dMrtance of 18.52 feet to a 1 /2` Iran rod set for the point of raverse curvature of a curve to the right; 37) With P*d carve to the right having a radius of 73.00 feet, a central angle of 29'39'17' a d xwd which bears SW4*5CE a distance of 37.36 feet, for on arc distanoe of 37.78 fret to 0 1 /2" Iron rod set for the point of reverse curvature of a curve to the left; 38) With said curve to the left having a radius of 20.00 feet, a centrd angle of 57'28'37' a chord which begs S44 39'38"E a distance of 19.23 feet, for on arc dietonoe of 20.06 fret to o 1 /2" Iron rod set; 39) S16'36'04'W, a df■tonce of 00.00 feet to a 1 /2" Iran rod set. 40) With o curve to the left hating a roclue of 20.O0 feet, a central angle of 5778'39' a chord which boors S77'51'45"W a diatoms of 19.23 feet, for on arc distance of 2&06 Not to 0 1 /2" iron rod sot for the point of reverse curvature of o curve to the right; GEORGETOWN VILLAGE PID NO. 1 62 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN Shell Ranch Section 2A 1"IELDNQTE DESCRIPT10N of a 25.9285 acre tract of land out of and a port of the Joseph Fish Survey No. 232 oAd the Leroy B. Lord Survey No. 407. Wlllitamson County, Texas, being a portion of that 38.1820 acre tract conveyed to Shell Ranch De►eloprnenl, Inc. by deed of record rn Document No. 9719696 of the Williamson County Official Derd Records, and being o portion of thot 32.0976 acre tract also conveyed to Shell Ranch Development. Inc, by deed of record in Document No. 9719696 of said Deed Records; said 25.9285 acre tract is more particularly described in two (2) parcels by metes and bounds as follows: PARCEL A - 25.7369 acres: BEGINNING of a 1 /2" iron rod found for the northeasterly corner of that 226.68 acre tract conveyed to Campbell - Georgetown #1 Limuited Partnership by deed of record in Volume 1678, Page 9 of the Williamson County Official teed Records, said iron rod being an angle point in the westerly line of sold 36,1820 acre tract, THENCE, N1t'20'42'W, leaving the northeasterly corner of the sold 226.68 acre tract, along the westerly In■ of said 36.1820 acre tract, a distom-e of .30.3J feet to a 60d nail found for the common southeasterly corner of Lot 15 and Lot 16 of Moprirro Estates, a subdivision of record in Cabinet 0, Slide 276 of the Williamson County Official Plot Records THENCE, continuing along the westerly line of said 36 1820 acre tract, being the easterly line of said Lot 16, the following six (6) courses• 1) N04"16'54"W, o distance of 51 69 feet to a 1/2' iron rod found for on angle point.- 2) N04'10'36"W, a distance of 134.75 feet to a 112" iron rod found for the southeasterly corner of that 1.02 acre tract conveyed to the Estate of Jonas Shell by deed of record in Vohune 1148, Page 798 of the Williamson County Official Deed Records; 3) N05'21'26N, along the easterly line of said 1.02 acre tract. a distance of 54.78 feet to a 1/2" iron rod found for the northeasterly corner of said 1 02 acre tract; 0 N04'49'41'W, a distance of 127.71 fart to o 60d nail found for an angle point; 5) N04'33'4rW, o distance of 329.22 feet to a tree found for an angle point; 6) N08'29'06"W, a distance of 62,12 feel to a 1/2" iron rod found for the common easterly corner of said Lot 16 and Lot 17 of said Chapparo Estates: THENCE, continuing alon the westerly line of said 36 1020 acre tract, bring the easterly line of said Lot 17, the Following two (2� courses: 1) N04102'15'W, a distance of 60.40 feet to o 60d nail found for an angle point; 2) N05'58'02"W, a dietonce of 149.23 feet to a 1 /2" iron rod found for the northwesterly corner of said 36.1820 acre tract, being an angle point in the southerly line of the remoinder of that 195.137 ear: tract conveyed to ,Joy Sheri Adkins by deed of record in Volume 1872, Pop 708 of said Deed Records, from which a 60d nail found for an angle paint in the westerly line of the remainder of said 195.137 acre tract boors N05^58'02"W, a distance of 136 65 feet; THENCE, leaving the easterly line of said Lot 17, along the northerly line of said 36.1820 acre tract, being the southerly line of the remainder of said 195.137 acre tract, the following seven (7) courses: 1) N70'00'59"E, a distance of 196.42 feet to a 1 /2" iron rod found; 2) S66'15'47'E, a distance of 300.70 feet to a 1/2' iron rod found; 3) S011'02'35'E, a distance of 56.00 feet to a 1/2" iron rod found on a curve to the left; 4) With said curve to the left having a radius of 922.00 feet, a central arse of 14'34'01", a chord which boors S31'40'24"W o distance of 233.78 feet, for an arc distance of 234,41 feet to a 1/2' iron rod found for the point of eampound curvature of a curve to this left; 5) With said curve to the left having a radius of 20.00 feet, a central angle of 5614'36", a chord which boors S03'43'54"E a distance of 18.85 feet, for an arc distance of 19.63 feet to a 1 /2" iron ►od found for the point of reverse curvature of a curvy to tho right; GEORGETOWN VILLAGE PID NO. 1 63 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 6) N08'29'06"W, a distance of 62.12 feet to a 1/2" iron rod found for the common easterly comer of said Lot 16 and Lot 17 of said Chapporo Estates. THENCE, continuing alon the westerly line of said 36 1820 acre tract, being the easterly line of said Lot 17. the following two (2� courses: 1) N04'02'15'W, a distance of 60.40 feet to a 60d nail found for on angle point; 2) N05'58'02"W. a distance of 149.23 feet to a r /2' Iron rod found for the northwesterly corner of said 36.1820 acre tract, being on angle point :n the southerly line of the remainder of that 195.137 acre tract conveyed to Joy Shell Adkins by deed of record in volume 1872, Page 708 of said Deed Retards from which a 60d nail found for on angle point in the westerly line of the remainder of said 195,137 acre tract bears N05'58'02'W, a distance of 13665 feet; THENCE. leaving the easterly line of said Lot 17, along the northerly Ilne of sold 36.1820 acre tract, being the southerly line of the remainder of said 195-137 acre tract, the following sew" (7) courses: 1) N70'00'59'E, a distance of 196.42 feet to a 1/2" iron rod found; 2) S6615'47'E, a distance of 300,70 feet to a 1/2' Iron rod found; 3) S;1'02'35'E, a distance of 56.00 feet to a 1/2" iron rod found on a curve to the left; 4) MAth said curve to the left having n radius of 922.00 feet, a control angle of 14*34*01", a chord which boars S31'40'24"W a distance of 233.78 feet, for an arc distance of 234.41 feet to a 1/2' iron rod found for the point of compound curvature of a curve to the left; 5) MRth said curve to the left having c radius of 20.00 feet, a central angle of 56'14'36', a chord which bears S0343'54"E a distance of 18.85 feet, for an arc distance of 19.63 feet to a 1/2" iron rod found for the point of reverse curvature of a curve to the right; 6) W1th said curve to the right having a radius of 65.00 feet, a central angle of 28'09'17'1 a chord which bears S17'46'34'E a distance of 31.62 (eet, for on arc distonce of 31.94 feet to a 1/2' iron rod found; 7) S69'00'51'E, a distance of 96,65 feet to a 1/2` iron rod found being the most westerly corner of Shell Ranch, Section One, a subdivision of record in Cabinet 0, Slides 364-367 of said Plat Records; THENCE, leaving the southerly line of the remainder of said 195.137 acre tract, continuing along the northerly line of said 36.1820 acre tract, being the southerly line of said Shell Ranch, Section One, the following two (2) toursss: 1) S69'00'51 "E, a distance of 55.21 feet to a 1/2' iron rod found; 2) S21'07'20"E, a distance of 233.64 feet to a 1/2" iron rod set, from which a 1/2" iron rod found in the northerly line of the sold 36.1020 acre tract, being the southerly line of said Shell Ranch, Section One. boars S21 G7'20"E. a distance of 76 45 feet; THENCE, leaving the northerly line of said 36.1820 acre tract, being the southerly line of said Shell Ranch. Section One, over and across sold 36.1020 acre tract, the following fifteen (15) courses. 1) N8215'14"W, a distance of 158,24 feet to a 1/2" Iron rod set on a cum to the right; 2) Muth said curve to the right hovinq a radius of 69,00 feet, o central angle of 08'50'46', a chord which bears S12'10'09'W a distance of 10.64 feet, for an arc distance of 10.65 feet to a 1 /2" iron rod set for the point of tangency, 3) S16'35'32"W, a distance of 86.64 lost to a 1 /2'r iron rod set for the point of curvature of o curve to the right; 4) With said curve to the right having a radius of 69 00 feet, a central angle o1 71'31'56", a chord which bears S52'21'30'W a distance of 80.66 feet, for on arc distance of 86.14 feet to a 1/2' Won rod set for the point of tangency; 5) S88'07'28"W, a distance of 81.31 feet to a 1 /2' iron rod set for the point of curvature of a curve to the left; 6) With said curve to the left having a radius of 20.00 feet, a central angle of 87'15'57', a chord which bears S44'29'29"W a distance of 27.60 feet, for an ore distance of 30.46 feet to a 1/2* iron rod set for the point of compound curvature of a curve to the left; GEORGETOWN VILLAGE PID NO. 1 64 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 7) With said curve to the left having a radius of W2 00 feet. o central angle of 22`44'51 a chord which bears S1010S5"E a distance of 363 65 teet. for an arc distance of 366.05 feet to a 1/2" iron rod set for the point of tongency; 8) S21'53'20"E, a distance of 57,45 feet to a 1/2' iron rod met for the point of curvature of a curve to the left; 9) With said curve to the left having a radius of 422.00 feet, a central angle of 10'14'39", a chord which boors S27'00'40'E a distance of 75.35 feet, for an arc distance of 75.45 feet to a 1/2' iron rod set for the point of tangency; 10) S32'07'59'E, a distance of 144,71 feet to a 1/2" iron rod set for the point of curvature of a curve to the left; 11) with said curve to the left having a radius of 322.00 feet, a central angle of 16'47'48", a chord which bears S4031'53'E a distance of 94.06 feet, far an arc distance of 94.40 feet to a 1/2' iron rod set for the point of compound curvature of a curve to the left; 12) With said curve to the left hamq ❑ radius of 572.00 test, a central angle of 2428'41", a chord which boors S6110'08% a distance of 242.52 feet, for an arc dlstanee of 244.37 feet to a 1/2' Iron rod set for the point of tangency: 13) S7324'28'E, a distance of 12502 feet to a 1/2' iron rod set for an angle point; 14) S7415'24"E, a distance of 135.01 feet to o 1/2' iron rod set for an angle point; 15) S73'24'28'E, a distance of 50,44 feet to a I /2" iron found in the easterly line of said 36.1820 acre tract, being the westerly line of said Shell Ranch. Section One; THENCE, along the easterly line of said 36.1820 acre tract, being the westerly line of sold Shell Ranch, Section One, the following two (2) courses; 1) S21'46'06"W, a distance of 60.25 feet to 0 1/2' iron rod found for the beginning of a curve to the right; 2) With said curve to the right having 0 radius of 25.00 feet, a central angle of 90'00'00', a chord which bears S28'24'28" E o distance of 35.36 feet, for an arc distance of 39.27 feet to a 1/2" iron rod found for the and of sold curve to the right; THENCE, leaving the easterly line of said 36.1820 acre tract, across the aforesaid 32,0976 acre tract, along the southerr> Idr. of Westbury Lane as dedicated by plat of said Shell Ranch, Section (k,e, the f❑iiowing seven (7) courses 1) S7324'W1 a distance of 60.00 feet to a 1/2' Iran rod found for the beginning of o curve to the right; 2) Wlth said carve to the right having a radius of 25.00 feet, a central angle of 90'0v_.00", a chord which bears 561'35'32'W a distance of 35.36 feet, for an are distance of 39.27 feet to -: 1/2" iron rod found for the Doer t of tangency, 3) S73'24'28'E a distance of 1188.32 feet to a 1/2' iron rod found for an angle point, 4) 549'43'52'E a distance of 75.82 feet to a 1/2" iron rod found for the point of curvature of a curve to the left. 5) VAth $aid curve to the left having a radius of 310-00 feet, a control angle of 03'4c) 36', a chord which bears 571'W10"E a distance of 19.89 feet, for an arc distance of 19.89 feet to a 1/2" iron rod found for the paw t of tangency, 6) S73'24 28'E a distance of 119,34 feet to a 1/2' iron rod found for the point of wrvoture of o curve to the right; 7) with said c,.rvs to the right having a radius of 20.00 feet, a central angle of 98'G8'19', a chord which bears 52470'19"E a distance of 30.22 feet, for an arc distance of 34,26 feet to a 1/2" iron rod found for the port of compound curvature of a curve to the right In the westerly right-of-way line of Shell Rood (80' k OX) as dedicated in Volume 1751, Pogo 872 of the sold Deed Records; THENCE, lomAng the southerly fine of said Shell Ranch, Section One, along the westerly me of Shell Road. being the eastrty line of said 52.0976 acre tract, with sold curve to the right honing - radius of 2760_00 feet, o control angle of 06'09'16'a chord which bears S27'48'29"W a distance of 296 �3 feet, for on arc distance of 296 4 feet to a 1/2Z iron rod found for the southeasterly tamer of said 12.0976 acre tract. being the nortbousterly corner of the remainder of that 42.775 acre tract conveyed to Rosemary Shell Tanner by need of record In Volume W72, Page 7138 of the sold Deed Records; GEORGETOWN VILLAGE PID NO. 1 65 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN THENCE, leaving the westerly right-of-way line of Shell Road, *long the common line between said 32 0976 ocre tract and *he remainder of sold 42.775 acre tract, the following two (2) courses 1) N73'24 28"W a distance of 550,37 feet to a 1/2' iron rod found; 2) N16'35 32'1 passing at a distance of 184.00 loot a 1/2" won rod found for an -angle point in the southerly IK•e of said 32.0976 acre tract, and continuing over and across said 32,0976 acre trod for a ?moi .1stance of 190.00 feet to a 1/2' Iron rod set: THENCE, continung over and across sold 32.0976 acre tract, the following two (2) courses: 1) N7.3'24 78"10 a distance of 125.00 foot to a 1/2' iron rod set; 2) S16'35 32'w passing at a distance of 6.00 feet a 1/2" iron rod found for on angle point in the common line betweer said 32.0976 acre tract and the remainder of said 42.775 acre tract and continuing *long the common line between sold 32.0976 acre tract and the remainder of said 42 715 acre tract far a total distor --e of 36.00 feet to 0 1/2" iron rod found; THENCE, conunumq doog the common line between said 32.0976 acre tract and the remainder of said 42.775 acre trn.,t, the following four (4) courses: 1) N7324 28'w a distance of $0.00 feet to a 1/2' iron rod found; 2) N16'35 32"( a distance of 10.00 feet to a 1/2' iron rod found far the point of curvature of o curve to the left 3) Wlth said curve to the left having a radius of 5.00 feet, a central angle of 90'00'00". a chord which bears N28'74'28"1N a distance of 7.07 feet, for an arc distance of 7.85 feet to o 1/2" iron rod found for the poiot of tangency, 4) N73 24'28'w, passingg at a distance of 332.92 feet a calculated point on the common line between the remainder ,f said 42.775 acre tract and the remoitlder of said 195,137 acre trod, from which a 1 /2" iron rod found for the common westerly carrier of the remainder of said 42,775 ogre track and the remainder .f said 195.137 acre tract bears S46'04'10"W, a distance of 916.49 feet and continuing along the cornrm- line between sold 32,0976 acre tract and the remainder of sold 195 ,37 acre tract for a total diatoToe of 635.00 feet to a 1/2" won rod found for the point of curvature of o curve to the left; THENCE, cor'tin••-rig along the common line between said 32.0976 acre tract and the re minder of said 195A37 acre tr ,ct, with said curve to the left having a radius of 5-00 feet, a centfai angle of 90'00'00', a chord wh1rh rears S61'35'32"W a distance of 7.07 feet. for on arc distance of 7 85 feet to a 1/2" iron rod found, bein-4 an angle point in the easterly line of said 36.1820 acre tract; THENCE. leaving the southerly line of void 32.0976 acre tract, along the common line between said 36.1820 acre tract and the remainder of said 195.137 acre tract, the following four (4) courses 1) S16'35 32-9p a distance of 240,00 feet to a 1/2" iron rod found; 2) N7324'28"0. a distance of 210.00 feet to a 1/2' iron rod found; 3) N83*04'29'w, a distance of 92.15 feet to a 1/2' iron rod found: 4) N73'24'28"vk a distance of 256.29 foot to a 1/2' iron rod found In the easterly line of said 226.68 acre tract neirny the southwesterly corner of said 36.1820 ogre tract, from which a 1/:" iron rod found in the � au»m- Pine between the remainder of said 195 137 acre tract and sold 226 68 acre tract beors S20'S8'04"` . a distance of 677.89 feet; THENCE. along 'he westerly line of said 36.1820 acre tract, being the easterly line of said 226.68 acre tract, the following tr"4r (4) courses: 1) N20'58 04"0 a distance of 212-39 feet to a Tod nail found for an angle point. 2) N17-15 Wo a distance of 187.14 feet to a 60d nap found for an angle point. 3) N19'52 26"w a distance of 136.37 foot to a 60d noll found for on angle point. 4) N22'04 38"w, a distance of 477.20 feet to the POINT OF BEGINNING, CONTAINING w-thin these rnetes and bounds 25 1369 acres of land area. PARCEL 5 0 916 acres: GEORGETOWN VILLAGE PID NO. 1 66 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN COMMENCING of a 1/2" iron rod found in the westerly right—of—way line of Shell flood for the northeasterly comer of the icove mentioned 32.0976 acre tract, being the southeasterly comer of the remainder of the above mentioned 195,137 acre tract; THENCE, %1 ' S'2. 28"W, along the common line between said 32.0976 acre tract and the r emarnder of sad 195.137 acre tt act, passing at a distance of 598.47 feet a calculated point for the enstedy comer of a remainder .If tie above mentioned 42.775 acre tract, and continuing along the camm-,n line between said 32.0976 acre tact and the remainder of said 42.775 acre tract for a total distance ,.f 741 59 feel to a 1/2* iron rod #,sand for the point of curvature of a curve to the right; THENCE. :onli►•.,ing along the common line between said 32,0976 acre tract and the erncinder of said 42 775 vise toict, with avid curve to the right having a radius of 15.00 feet, a centrot angle of 90'00'00 a chor8 whrah noors N28'24'28'W a distance of 21.21 feet, for on orc distance of 2,5456 feet to a 1 /2' iron rod found for the end of said curve to the right, being the northeast corner on_1 ❑OIN7 OF BECaNNINC of the herein eescrlbed tract; THENCE, ieawny the common line between said 32,0976 acre tract and the remoinder A said 42-775 acre tract, oval one across said 32.0976 acre tract, the following two (2) courses 1) S16'35 32'w a distance of 150.00 feet to a 1/2` iron rod set for the point of c,v vature of a curve to the loll 2) With said jrve to the left having a radius of 15.00 feet, a central angle of 90'L)0'00'; o chord which boors 523:4'28'E a distance of 21,21 feet, for an arc distance of 23.56 feet to o 1/2' iron rod set in the normerly t—of—way line of Westbury Lane (60' R.O.W.) as dedicated by the above mentioned plat of Sh4A Ranch. Section One; THENCE, N737'28"W. along the northerly line of Westbury Lane, a distance of 8000 feet to a 1/2' iron rod set for the beginning of a curve to the left; THENCE, •eovrny( the northerly line of Westbury Lane, over and across said 32,0976 afire tract, the following two (.) courses: 1) With sod • arve to the left having a radius of 15.00 feet, a central angle of 90%,K)'00" a chord which bears N61 15'32"E a distance of 21.21 feet, for an arc distance of 23,56 feet to 1. 1/2' iron rod set for the pant of tongency, 2) N16'35 32-1 , a distance of 150.00 feet to a 1/2' iron rod found In the common ime between said 32.0975 a. re tract and the remainder of said 42.775 acre tract; THENCE, S'3'24 28'E, along the common line between said 32.0976 acre tract and the remainder of said 42.775 acre tr act, o distance of 50 40 feet to the PC1NT OF BEGINNING, CONTAINING w4hn these metes and bounds 0 916 acres of land area, for a combined total area within Parcel A and oarcel B of 25,9285 o(*es )f land area. Shell Ranch Section 213 f1ELDNOTE DESCRIPTION of a 7.7788 acre tract of land out of and a part of the Joseph Fish Survey No. 232 and the Leroy B. Lord Survey No. 407, Williamson County, Texas, being a 5.5899 acre portion of that 36.1820 acre tract conveyed to Shell Ranch Development, Inc. by deed of record in Document No. 9719696 of the Williamson County Official Deed Records, and being a 2.1889 acre portion of that 32.0976 acre tract also conveyed to Shell Ranch Development, Inc. by deed of record in Document No. 9719696 of said Deed Records; said 7.7788 acre tract is more particularly described in two (2) parcels by metes and bokMs as follows: PARCEL A — 5.5899 acres: BEGINNING at a %* iron rod found for the 9outhwesterhy corner of Lot 1, Block A, Shell Ranch, Section One, a subdivision of record in Cabinet 0, Slides 364 thro4 367 of said Plat Records, same being an interior comer of a northeast kilo of said 36.1820 acre trod from which, a %m iron rod found on the southerhr line of the said Lot GEORGETOWN VILLAGE PID NO. 1 67 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 1, Block'A % being an angle point in the easterly tine of the said 36.1820 acre tract gears N21' 07'20"W, 314.09 feet; THENCE, leaving said sotAk y line of Lot 1, Mock A, Shah Ranch, Section One, over and across said 36.1820 acre tract, the fo9owing five (5); 1) S23' 04'03"E, a distance of 25.00 feat to a %" iron rod set for the point of curvature of a non tangent curve to the left; 2) With the said curve to the left having a rod*= of 303.67 Feet, o central angle of 99'30'15", a chord which gears S1'710'49"W a distance of 463.56 feet, for on arc distance of 527.38 feet to a 4" iron rod get for the point of tangency; 3) S32' 34' 18"E, a distance of 103.12 feet to a T iron rod set for the point of curvature of a curve to the left; 4) With the said cure to the left having a radius of 318.39 feet, o central angle of W 501 ", a chord which bears W 59'2YE a distance of 222.15 feet, for an arc distance of 318.39 feat to a %" iron rod act for the point of tangency; 5) S73' 24'281 a distance of 383.36 feet to a Y iron rod set on a c" to the left in the westerly right-of-way line of Village Commons Boulevard (right-of-way varies) as dedicated in Cabinet 0, Slides 364 through 367 of THENCE, along the easterly line of said 36,1820 acre tract and westerly line of said 32.0978 acre tract, with the westerly right-of-way line of 1A" Commons Bouferrard the following four (4) courses: 1) With the said curve to the left having a radius of 496.00 feet, a central angle of 10'06' 26" , a chord which bears S23' 21'24' W a distance of 87.38 feet, for an arc distance of 87.50 feet to a %*iron rod found for the point of reverse curvature of a curve to the right; 2) With the said curve to the right having a radius of 490,00 feet, a central ongle of 03'41'48, a chord which bears S2(r09'0VW. o distance of 31.61 feet, for an arc distance of 31.62 feet to a X" iron rod found for the point of reverse curvature of a curve to the left; 3) With the said curve to the left having a rodius of 5W.00 feet, a centml angle of 03'09'16', a chord which gears S2V25'22'W, a di once of 27.52 feet, for an arc distance of 27.53 NO to o X"kw rod found for the point of reverse curvature of a curve to the right; GEORGETOWN VILLAGE PID NO. 1 68 2021 AMENDED AND RESTATED 0&M SERVICE AND ASSESSMENT PLAN 4) With the said curve to the right having a radius of 20.00 feet, c control angle of 8744'48", a chord which bears S6743'08'W a distance of 27.72 feet, for an arc distance of 30.63 feet to a %' iron rod found for the northerly right-of-way corner of Westbury Lane (60' R.O.W.) as dedicoted in Cabinet 0, Slides 364 through 367, of the Uiarnson County, Plat Records; THENCE, leaving the common line of soil 36.1820 acre tract and 32.0976 ocre tract, over and across said 36.1820 acre tract, along the northerly right-of-way line of Westbury Lane (RAW. Vories) as dedicated by plot in Shell Ranch, Section Two -A, a subdivision of record in Cabinet P, Slides 211 through 214, of the Villiomson County Plat Records, the following rune (9) courses; 1) N73'24'28'"7W, a distance of 50.44 feet to a M" iron rod found; 2) N74' 15'24' W, a distance of 135.01 feet to a A" iron rod found; 3) N73'24'28" W, a distance of 125.01 feet to a Wiron rod found for the point of curvature of a curve to the right; 4) With said curve to the right having a radius of 572.00 feet, a central angle of 2,08'41", a chord which be= N61'10'08'W a distance of 242.52 feet, for an arc distance of 244.37 feet to a %" iron rod found for the point of compound curvature of a curve to the right; 5) With said curve to the right having a radius of 322.00 feet, a central angle of 16'47'48". a chord which bears N40131'SYW a distance of 94.06 feet, for an arc distance of 94.40 feet to a X* iron rod found for the point of tangency; 6) N37 07'59"W, a distance of 144.71 feet to a %" iron rod found for the pant of curvature of a curve to the right; 7) With said curve to the right having a radius of 422.00 feet, a centml angle of 10114'39", a chord which bears N2'700'40'W a distance of 75.35 feet, for an are distance of 75.45 lest to a %' iron rod found for the point of tonga>cy; 8) N21'53'20" W, a distance of 57,45 feet to a fit" iron rod found for the point of curvature of a curve to the right; 9) with said curve to the right having a radius of 922.00 feet, a Central once of 2744'51", a chord which bears N10r30'55'1M a distance of 363.65 feet, for on arc distance of 366.05 feet to a %d iron rod found for the point of compound curvature of a curve to the right; GEORGETOWN VILLAGE PID NO. 1 69 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN THENCE, *oving the rwtkrty fine of said Westbury Lane, along the southerly right-of-way lWw of Spring Court (56' R.D.W.) as dedicated by plat in the above mentioned Shelf +ranch, Section Tyro -A, the following five (5) courses; 1) Wtn said curve to the right having a radius of 20.00 feet, a central angle of 87'15'57", a chord which bears N44'29'291E o distance of 27.60 feet, for an arc distance of 30.46 feet to a %* ion rod found for the point of toftgm y; 2) NW07'281, a distance of 81.31 feet to a W iron rod found for the point of curvature of a curve to the left; 3) Wco, said cum to ft left hating a radius of 69.00 feet, a central angle of 71' 31'W , a curd which bears R5721'30`E a distance of 80.66 feet, for are arc distance of 86.14 feet to a X' roan rah found for the point of targeM)r, 4) it i 63512'E, a distance of 86.64 feet to a %0 iron rod found for the point of curvature of a curve to the left; 5) Vft said curve to the left having a radius of 69.00 feet, a central angle of C1B5046', a chord which bears N1710'091 a &tonce of 10.64 feet, for an orc distance of 10.65 feet to a X' iron rod found for the southwesterly carvier of Lot 20, back D, of said Shefl Ranch, Section Two -A; THENCE, +caving the easterly right-of-way line of Spring Court, along fire said southerty line at Lot 20, Block D, S82' 15' 14' E, a distance of 158.24 feet to a %' iron rod found for 'w southeosteriy corner of 'aid Lot 20, Block D, be N on the common line between the sd•d 36.1820 we tract and 32.0978 acre tract, and a paint on the westerty line of Lot 1, dock A of said Shell Ranch, Section One; THENCE.. with the common W* of said 36.1820 acre tract and 32.0978 acne tract, being along the westerly line of said Lot 1, Block A, of said Shell Ranch, Section One, S21'07'2G?'E, a distance of 80.45 feet to POINT OF BEG1N1 M, CONT~ within these rrwtes and bounds 5.5899 acres of land area. PARCEL 8 - 2,1889 ocm: BEG111NK at a "iron rod found for the most northerly corner of Grwside Lane (50' dgW-of-woy) as dedicated by plat in Shall Ranch, Section Two -A, a subdivision of -*cord in Cabinet P, Slides 211 through 214 of the W`ikmson County Plat Records, ,erg on the common line of said 32.0976 acre tract and remainder of that 42,775 acre tract conveyed to Rosemary Shell Turner by deed of record in Vol ame 1872, Page 700 of the ttfrdiern>son Cou* Deed Records; GEORGETOWN VILLAGE PID NO. 1 70 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 1HENCE, S1635'32"W, with the west right-of-way lira of said Greeraside Lune, over and uc+ os said 3ZO976 ocm tract, a distance of 150.00 feet to a fit" ion rod found for the paint o curvature of a cum to the right; THENCE. with acid curve to the right howxj a radius of 15.00 fat, a central angle of 90'00'XC a chord which boars S61'35'32 W a distance of 21.21 feet, for an arc distance or 23.56 feet to o X" iron rod found for the point of tangency, being on the north right-of-voy line of Westbury Lone (60, R.O.W.) as dedicated by plat in Shell Ranch, Secbon One, a subdivision of mord in Cabinet 0, Slides 364 through 367 of the Williamson Cownty, Plat Records; THENCE. continuing along the north right -of -racy fine of said Westbury Lone, N73'24`28'W, distance of 609.47 feet to a %" iron rod found for the point of curvature of a curve to the right; THENCE. with said curve to the right having a radius 20.00 feet, a central angle of 9747'250, v. chord W ich bears N27'00'46`W a distance of 28.96 feat, for on arc distance of 32.39 feet to a %" iron rod fourW on the easterly line of Village Commons Boulevard (R.0,0. varies) as dedicated by plot in said Shelf Ronch, Section One, for the point of cornprrund curvature of a cum to the right; THENCE., continuing across the said 32.0976 acre tract, along the eaaster* right- of-way fine co said Aoge Commons Boulevard, with said curve to the right having a radius of 440..00 feet, a central angle of 1 T53'b4" a chord which bears N2819'28"E a distance of 136.79 feet, for an arc distance of 137.79 feet to a %* iron rod found for a common corm of sold 32.0976 acne tract and the reminder of that 195.137 ocre tract conveyed to Jay Shell Akirn by deed recorded in Volume 1872, Page 706 of the said Deed Records, being the point of curvature of a iron -tangent curve to the left; THENCE. leaving said Village Commons Boulevard, along the common line between said 32,0976 acre tract and said remainder of said 195.137 acre tract, with said curve to the wft having a radius of 5.00 feet, a central angle of W 51'59; a chord which tears S2S58'.'9"E a distance of 7.00 feet, for an arc distance of 7.76 feet to ❑ F iron rod found, THENCE.. continuing along said northerly line of the said 32.0+976 acre tract, S73 24'28"E, using at a dMonce of 477.21 feet a calculated point on the common line between the r*rnairder of the said 42.775 acre tract and the remainder of said 195.137 acre tract, from which, a X" iron rod found for the common northerly comer of said 42.775 acre asoxt and the remainder of sad 195.137 acre tract bears N4604'10" E, a distance of 56.06 feet, and cWinuing along the common 9ne between said 32.0976 acre tract and the •emainder of said 42.775 acre tract, for a total distance of 596.63 feet to a %* iron rod fo aW for the point of curvature of a curve to the left; GEORGETOWN VILLAGE PID NO. 1 71 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN THENCE. c.ontkwirg air N the common line between the add 32.0976 acre tract and the removWw of the said 42.775 acre trod, with the said curve to the left ho*q a radius of 15.0i; feet, a centrol on* of 9T00'00', a chord which bears N61'35'32"t a distance of 2121 feet, for an arc distance of 23.56 feet to the POINT OF BEGIMHING, CONTAINK. vmNn these metes and bounds 2.1889 acres of land area, for a combined total area witt„K1 Parcel A and Portal 8 of 7.7788 acres of land area. Shell Ranch Section 2C FIELDNOTE DESCRIPxT10N of a 2-5848 acre. tract of land oui of oral a part of the Joseph ash Survey 40. 232, wikmeon County, Texas, void tract being the remainder of that 32 0976 acre tract conveyed to Shell Ranch Dn*opnwt, Inc, by deed of record in Document No, 9719696 of the Gsed Retards of Vgliorneon County, Texas; said 2.5M am tract is more portku" destrobed by metes and bounds as foliows. BEGIHM14C at a %' iron found with plostK cap stamped 'Capitor Surveying Co., Inc.) on a curve to the right, for the northeosterly comer of said remainder of 32.0976 acre trod, some being on the west right-of--wcy line of Shell Rood, (80 foot R.O.W.) as retarded in Volume 1751. Pogo 972 of the said Deed Records, from which, a 1/2' iron rod found on the said west right-of-way line of Shell Roos bears N16 °05' 11'E, o chord distance of 353.45 feet; THENCE, with s6d curve to the right having a rodius of 2760.00 foot, a antral ongle of 0745'01 ", a chord which bear, S21 °07'58*W a distance of 132.48 feet, for an arc distance of 132.49 feet to a V iron rod set with cap (stamped 'Copitol Surveying Co , Inc.`) for a point of campour-d curvature of a curve to the right, being the northeast comer of Weal ury Lane, as dedicated by plat as recorded in Cabinet V. Slides 364 through 367 of the Plat Records of willameon County, Twos-, THENCE, teeing the west right-of-way line of SFd Road and folowing the north rigM-of-woy line of said Westbury lane, (60 foot R.O.W.) for the following two (2) courses; 1) with the said curve to the right, havfng a radius of 2000 feet, a antral ongle of 84005'03', a chord which beors S64°33'00 N a diotance of 26.79 fee+, for an arc distance of 29.35 feet to a 1/2' iron rod Sit with plastic cap (stamped 'Capital Surveying Co„ Inc.") for the point of tiongency; 2) N73°24'28X a distance of 711.21 feet to a %' iron .A found for the point of curvature of a curve to the right, being the southeast corner of Creefrsde Lone, as dedicated by plat recorded in Cabinet 'P', Sl;de3 211 through 214 of the said Plat Records; THENCE, leaaiog the north right-of-way line of said4esibury Lone and following the east eight -of -way line of said Greenside Lane, (50 took RAW) for the following two (2) courses; 1) With the said curve to the right having a radius of ,5 00 feet, a central ongie of 9D° W'00", a chord which bears N28024'28V a distonce of 21.21 feet, for on arc distance of 23-56 feet to a iron rod set with plastic cap (stamped OC*al Surveying Cc Inc."} for the point of tangency; 2) N16.36`32"E, a distance of 150.00 feet to a %* iron rod found on a curve to the left; THENCE, with said curve to the left, leaving the east righl -of-" ine of said Gneenside Lane and following the north We of the said remainder of 32.0976 tract (of the following foo (2) courses; 1) With the said curve to the kft having a rodius of 15A feet, a central angle of 90°00'W. a chord which bears 528 °24'29"E a distance of 21.21I feet, for an arc distance of 23.56 feet to a %, iron rod set with plastic cap (stamped 'Capital Surveying Co Inc.') for the point of tangency; 2) S73624'2M a destance of 741,59 feet to the POINT OF BEGINMNG, CONTAINING within there metes and bounds 2.5848 acres of lond area.. GEORGETOWN VILLAGE PID NO. 1 72 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN Shell Ranch Section 3 FIELDNOTE DESCRIPTION of a 17.7540 acre tract of land out of and a part of the Joseph Fish Survey No. 232, Williamson County, Texas, being a portion of that 42.775 acre tract conveyed to Rosemary Shell Tanner by deed of record in Volume 1872, Page 708 of the Williamson County feed Records, and being a portion of that 195.137 acre tract conveyed to Joy Shell Adkins by deed of record in Volume 1872, Page 708 of said Deed Records. and being a portion of that 32 0976 acre tract conveyed to Shell Ranch Development, Inc by deed of record in Document No. 9719696 of said Deed Records: said 17.7540 acre tract is more particularly described by metes and bounds as follows: BEGINNING at a 1/2" iron rod found in the curving westerly right—of—way line of Shell Road (80' R.O.W.) as dedicated by deed of record in Volume 1751, Page 872 of said Deed Records, being the easterly line of said 42.775 acne tract, said iron rod being the south— easterly comer of said 32.0976 acre tract; THENCE, along the curving westerly line of Shell Road, being the easterly line of said 42,775 acre tract, with o curve to the right having a radius of 2760.00 loot, a central angle of 18'04' 14", a chord which boors S39'S5' 14"W a distance of 866.87 feet, for an arc distance of 870 48 feet to a 1/2" iron rod set for the southeosteHy corner hereof, from which a calculated point, being the point of tangency of said curve to the right, bears with said curve to the right having a radius of 2760.00 feet, ❑ central angle of 05'12'35", a chord which bears S51'33'38*W a distance of 250.87 feet, for an arc distance of 250,95 feet, from said point of tangency a 1/2" iron rod found bears S29'36'35E, a distance of 0.26 f eet; THENCE, leaving the curving westerly line of Shell Rood, being the easterly line of said 42.775 acre tract, over and across said 42,775 acre tract, the following sixteen (16) courses: 1) N73'24'28"W, a distance of 207.09 feet to a 1/2" iron rod set for an angle point; 2) N16'35'32"E, a distance of 60.00 feet to a 1/2" iron rod set for an angle point; 3) N73'24'28"W, a distance of 125,00 feet to a 1/2" iron rod set for on angle point; 4) S16'35'32"W, a distance of 5.00 feet to a 1/2" iron rod set for an angle point; 5) N73'24'28"W, a distance of 195.15 feet to 0 1/2" iron rod set for on angle point; 6) N35'38'13"E, a distance of 134.13 feet to a 1/2" iron rod set in a curve to the left; 7) With said curve to the left having a radius of 175.00 feet, a central angle of 10'28'28", a chard which bears S62'37'49"E a distance of 31,95 feet, for on arc distance of 31.99 feet to a 1/2" iron rod set for an angle point. 8) N1635'32"E, a distance of 124.18 feet to a 1/2` iron rod set for an angle point; 9) N41"39'26"W, a distance of 44.92 feet to a 1/2' iron rod set for an angle point; 10) N20'58'03"W, a distance of 121.89 feet to a 1/2" iron rod set for on angle point; 11) N16'35'32E, a distance of 244,74 feet to a 1/2" iron rod set for an angle point; GEORGETOWN VILLAGE PID NO. 1 73 2021 AMENDED AND RESTATED 0&M SERVICE AND ASSESSMENT PLAN 12) N73'24'28W, a distance of 137.50 feet to a 1/2' iron rod set for an angle point; 13) S1635'32"W, a distance of 30.00 feet to a 1/2" iron rod set for an angle point; 14) N7324'28"W, a distance of 50.00 feet to a 1/2' iron rod set for the beginning of a curve to the left; 15) With said curve to the left having o radius of 5.00 feet, a central angle of 90'00'00", a chord which bears N28'24'28"W a distance of 7.07 feet, for on arc distance of 7,85 feet to a 1/2" iron rod set for the point of tangency; 16) N73'24'28"W, a distance of 146.62 feet to a calculated point in the northwesterly line of said 42.775 acre tract. being the southeasterly line of said 195.137 acre tract, from which a 1/2" iron rod found for the common westerly corner of said 42,775 acre tract and said 195.137 acre tract bears S46'04' 10"W, a distance of 543.16 feet; THENCE, leaving the common line between said 42.775 acre tract and said 195.137 acre tract, over and across said 195.137 acre tract, the following four (4) courses: 1) N73'24'28'W, a distance of 118.38 feet to a 1/2" iron rod set for the point of curvature of a curve to the left; 2) W'th said curve to the left having a radius of 5.00 feet, a central angle of 9D'00-00% a chord which bears S61'35'32W a distance of 7.07 feet, for an arc distance of 7 85 feet to a 1/2" iron rod set: 3) N73'24'28V, a distance of 60.00 feet to a 1 /2" iron rod set for an angle point; 4) N16 35'32"E, a distance of 85.00 feet to a 1/2" iron rod found in the southerly line of that 36.1820 acre tract conveyed to Shell Ranch Development, Inc. by deed of record in Document No. 9719696 of said Deed Records, from which a 1/2" iron rod found for an angle point in the southerly line of said 36.1820 acre tract bears N73'24'28'W, a distance of 150.00 feel; THENCE, along the southerly and easterly lines of said 36.1820 acre tract, the following two (2) courses: 1) S73'24'28"E, a distance of 60.00 feet to a 1/2" iron rod found for on angle point. 2) N1635'32"E. a distance of 240.00 feet to a 1/2" iron rod found for the point of curvature of a curve to the right in the southerly line of said 32.0976 acre tract; THENCE, leaving the easterly line of said 36,1820 acre tract, along the southerly line of said 32.0976 acre tract, the following five (5) courses: 1) With said curve to the right having o radius of 5.00 feet, a central angle of 90'00'00", a chord which tears N61'35'32"E a distance of 7.07 feet, for an arc distance of 7.85 feet to a 1/2' iron rod found for the point of tangency; 2) S7Y24'28'E, a distance of 635.00 feet to a 1/2* iron rod found for the point of curvature of a curve to the right; 3) With said curve to the right having a radius of 5,00 feet, a central angle of 90'00'000, a chord which bears S28'24'28"E a distance of 7.07 feet, for an arc distance of 7.85 feel to a 1/2* iron rod found for the point of tangency; GEORGETOWN VILLAGE PID NO. 1 74 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 4) S153532W, a distance of 10.00 feet to a 1/2" iron rod found for an angle point; 5) S73'24'28"E. a distance of 50.00 feet to a 1/2" iron rod found for an angle point; THENCE, N16'35'32"E. continuing along the southerly line of said 32.0976 acre tract, passing at a distance of 30.00 feet a 1/2" iron rod found for an angle point in the southerly line of said 32.0976 acre tract, and continuing over and across said 32.0976 acre tract for a total distance of 36.00 feet to a 1/2 iron rod found for an angle point; THENCE, S73'24'2B'E, continuing over and across said 32,0976 acre tract, a distance of 125.00 feet to a 1/2" iron rod found for on angle point; THENCE, S16'35'32W, continuing over and ocross said 32,0976 acre tract, passing at a distance of 6.00 feet a 1/2" iron rod found for on angle point in the southerly line of said 32.0976 acre tract, and continuing along the southerly line of said 32.0976 acre tract for a total distance of 190.00 feet to a 1/2" iron rod found for an angle point; THENCE. S73'24'28"E, continuing along the southerly line of said 32.0976 acre tract, a distance of 550.37 feet to the POINT OF BEGINNING, CONTAINING within these metes and bounds 17.7540 acre tract of land area Shell Ranch Section 3B FIELDNOTE DESCRIPTION of a 20.1878 acre tract out of The Joseph Fish Survey Abstract No. 232, Williamson County, Texas, being all of that 20.188 acre tract tract conveyed to Shell Ranch Development, Inc. in Document No. 199930192 of the Official Public Records of Williamson County, Texas, lute said 20.1878 acre tract is more par ku" described as follows: BEGINNING at a 3/4' iron rod found in concrete, on o curve to the right, for the southeast comer of the said 20.188 acre tract, being a point on the northerly right -of --way fine of Shell Road (80.00' right-of-way) as diedioaW in Wlume 1751, Poge 872 of the said Deed Records and the southeast corner of Shell Ranch, Sectan Three, a subdivision recorded in Cabinet Q, Wes I through 3, of the Williamson County Plot Records; THENCE, leaving the southerly ins of the said Shell Ranch, Section Three, along the common lint: between the said 20.188 acre tract and the westerly right-of-way of SWI Road, with the said curve to the right having a central angle of OS' 12'35', a raffiuis of 2760.00 feet, a clwrd distance of 250.87 feet (chord boars S51'33'38"W) for on orc distance of 250.95 feet to a 1/2" iron rod found for the point of tangency; THENCE, SW09"55"W, continuing with the common fine bettreen the said 20.188 acre tract and the westedy right -of --way of Shell Road, 551.90 feet to a 1/2" iron rod set for a southerly corner of that 0.5 acre graveyard as reserved in Volume 133, Page 254 of the said Deed Records, from which a 1/2" iron rod found for the most southerly comer of the said 0.5 acre graveyard, bears S5f 09'55)V 51.59 feet; THENCE, leaving the westerly right-of-way line of Shell Rood, with the common Cie between the soid 20.188 acre tract and the 0.5 oem graveyard, for the fallowing four (4) courses; GEORGETOWN VILLAGE PID NO. 1 75 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 1) W 28'21 **, 69.71 feet to a 1/2" iron rod found for corns; 2) N54' 06'32"E, 123.83 f eet to a 1/2' iron rod found for comer; 3) N33'44'38"W, 112.20 feet to a 3/80 iron rod found for comer; 4) S64' 54'48-W, 139.61 feet to a 1/20 iron rod found in the wcsterfy line of the said 20.188 acre tract, being a paint in the easterly line of that 226.68 ocre tract conveyed to Campbell -Georgetown #1, L.P., by died recorded in Volume 1678, Poge 9 of the sad Deed Records; THENCE, k4ving the northerly line of the said 0.5 acre graveyard with the comrrwn line between the said 20.188 acne tract and the 226.68 acre tract, for the following two (2) courses: 1) N21'20'39V, 206.95 feet to a 1/2" iron rod found for comer; 2) N21 42'38"W, 655.35 feet to a 1/2" iron rod found for a corner; THENCE, N20r 58'041k, continuing with the common line between 20.188 acre tract and the 226.68 acre tract, 677.89 feat to a 1/2" iron rod found for the southwest corner of Lot 13, Block "C", Shell Ranh, Section Two -A, a subdivision recorded in Cabinet P, Slides 211 through 214 of the said Plat Records; THENCE, leavinq the easterly fine of the said 226.68 acre tract, with the common line between the said 20.188 acre tract and the southwest line of said Block 'Co,Shell Ranch, Section Two-& for the following three (3) courses: 1) S73' 24'28t 25629 feat to a IRK nar3 found for corner; 2) S83 04'29T, 92.15 feet to a 1If iron rod found for comer; 3) S73' 24'28'E, 150.00 feet to a 1/2' iron rod found in the westerly right-of-way line of YlNage Commons Boulevard (60.00' right-of-way) as dedicated by plat in Cabinet 0, Slides 1 through 3 of the said Plat Records; THENCE, leaving the 'southwest tine of said Shell Ranch. Section Two -A, and continuing with the common fine between the 20.188 acre tract and the riot -of -way line of said Village Commons Boulevard, for the following two (2) courses: 1) S1 G 35'32'W, 85.00 feet to a 1 /20 iron rod found for corner, 2) S7S 24'281. 60.00 feet to a 1/2" iron rod found on a curve to the ht, for the corner southwest of an alley as shown an the south line of Block V, Shell Ranch, Section Throe; GEORGETOWN VILLAGE PID NO. 1 76 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN THENCE, leaving the easterly right -of --way line of said Villoge Commons Boulevard with the common line between the said 20.188 acre tract and the perimeter of said S#refl Ranch, Section Three, for the following seventeen (17) courses; 1) With the said curve to the right having a central angle of 90' 00'00% a radius of 5.00 feet, a chord distance of 7.07 feet (chord bears N61' 35'32"E), for an arc distance of 7.85 feet to a 1/2" iron rod Found for the point of tongency; 2) S724'28'E, at 118.38 feet pass a point in the southeast line of the said 195.137 acre tract, being in the northwest line of the 42.775 acre tract, for a total distance of 265.00 feet to a 1/Y iron rod found for the point of curvature of a curve to the right; 3) With the said curve to the right having a central angle Df 90' 00'00', a radius of 5.00 feet, a chord distance 7.07 NO (chord bears S28' 24'28-E) for an arc d'Istanee of 7.85 feet to a 1/2' iron rod found for the southwest comer of Hickory Lane (50.00' right-of-way); 4) S73'24'28 L 50.00 feet to a 1/2' iron rod found for the southeast corner of said Hickory Lane; 5) N16' 35'320E, 30.00 feet to a 1/2' iron rod found for corner, 6) S73' 24'28*, 137.50 feet to a 1/2" iron rod found for comer; 7) S18 35'32'W, 244.74 feet to a 1/2' Iron rod found for corner, 8) S20r 58'03'E, 121.89 feet to a A" iron rod found for corner; 9) S41' 39'28t 44.92 feet to a 1/2" iron rod found for comer, 10) S 16' 35'32'W, 124.18 feet to a 1/2" iron rod found on a curve to the right, in the northerly right-of-way line of Hickory_. Lane; 11) With the gad curve to the right having a central angle of 10'28'28 a radius of 175.00 feet, a chord distance of 31.95 feet (chord bears M67 37'49"W), for an arc distance of 31.99 feet to a 1/2" iron rod found for the northwest caner of sad Hickory Lane; 12) S35' 38' 13'W. at 50.05 feet pass a 1/2' iron rod found for the southwest corner of said Hickory lane, for a total distance of 134.13 feet to a 1/2' iron rod found for corner, 13) S73' 24'281, at 145.15 feet pass a 1/2' iron rod found for the southeast corner of Greenside Lane (50.00' right -of -war), for a total distance of 195.15 feet to a 1/20 kon rod found for the southeast comer of said Greenside Lone; GEORGETOWN VILLAGE PID NO. 1 77 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 14) N16' 3532"E, 5.00 feet to a 1/2' iron rod found for comas; 15) S73'2428% 125.00 feat to a cotton gin spindle found for coma; 16) S16'35'32V, 60.00 feet to a 1/2" iron rod found for corner; 17) S73' 24'2M 207.09 feet to the MNT OF BEGINNING, CONTAINING within these metes and hounds 20.1878 acres of land area. Section 4 COMMENCING at a %" iron rod found on a curve to the left, for the southeasterly corner of Lot 1, Block A, Shell Ranch, Section One, a subdivision of record in Cabinet 0, Slides 364 through 367 of the Plat Records of Williamson County, Texas, some being on the westerly right—of—way line of Village Commons Boulevard (right—of—way varies) as dedicated by Plat in Cabinet 0, Slides 364-367 of said Plat Records, from which, a 1/2" iron rod found for the point of tangency on the westerly line of said Lot 1, Block "A" bears N0552'08"E, a chord distance of 186.06 feet; THENCE, leaving said southerly line of Lot 1, Block "A", Shell Ranch, Section One, and following said westerly right—of—way line of the Village of Commons Boulevard, the following three (3) courses; 1) With the said curve to the left having a radius of 500.00 feet, a central angle of 09' 22'13", a chord which bears SOO' 10'09"E a distance of 81.68 feet, for an ARC distance of 81.77 feet to a Y iron rod found for the point of tangency; 2) SO4' 51'15"E, a distance of 124.78 feet to a IF iron rod found for the point of curvature of a curve to the right; 3) With the said curve to the right having a radius of 440.00 feet, a central angle of 00' 47'20", a chord which bears SO4'27'35"E a distance of 6.06 feet, for an arc distance of 6.06 feet to a %" iron rod set for the northeast corner and POINT OF BEGINNING of the herein described tract; THENCE, along the easterly line of said 36.1820 acre tract and westerly right—of—way line of Village Commons Boulevard, the following seven (7) courses; 1) Continuing with the said curve to the right having a radius of 440.00 feet, a central angle of 1730'17", a chord which bears S01'11'13"W a distance of 80.56 feet, for an arc distance of 80.67 feet to a 1h" iron rod found for a point of compound curvature of a curve to the right; 2) With the said curve to the right having a radius of 20.00 feet, a central angle of 62' 40'57", a chord which bears S3T46'50"W a distance of 20.81 feet, for an arc distance of 21.88 feet to a %" iron rod found for a point of reverse curvature of a curve to the left; GEORGETOWN VILLAGE PID NO. 1 78 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 3) With the said curve to the left having a radius of 73.00 feet, a central angle of 105'06'50", a chord which bears S1633'53"W a distance of 115.92 feet, for an arc distance of 133.92 feet to a IF iron rod found for a point of reverse curvature of a curve to the right; 4) With the said curve to the right having a radius of 20.00 feet, a central angle of 62'40'57", a chord which bears SO4' 39'03"E a distance of 20.81 feet, for an arc distance of 21,88 feet to a %" iron rod found for a point of compound curvature of a curve to the right; 5) With the said curve to the right having a radius of 440.00 feet, a central angle of 05'47'40", a chord which bears S29'35'15"W a distance of 44.48 feet, for an arc distance of 44.50 feet to a %" iron rod found for a point of tangency; 6) S3729'06"W, a distance of 34.10 feet to a %" iron rod found for a point of curvature of a curve to the right; 7) With the said curve to the right having a radius of 490.00 feet, a central angle of 04'27'13", a chord which bears S34'42'42"W a distance of 38.08 feet, for on arc distance of 38.09 feet to a M' iron rod set for the southeast corner of the herein, described tract, from which a 1/2" iron rod found bears S37749'47"W, a chdrd distance of 15.24 feet; THENCE, leaving the westerly right—of—way line of said Village of Comrnons Boulevard and crossing through the said 36.1820 acre tract, the following six (6) courses; 1) N73'24'28"W, a distance of 426.86 feet to a %" iron rod set for the point of curvature of a curve to the right; 2) With said curve to the right having a radius of 145.00 feet, a central angle of 35'09'57', a chord which bears N55'49 30"W a distance of, 87.61 feet, for, on- arc distance of 89.00 feet to a '�" iron rod set for the point of tangency; " 3) N38"14'32' W, a distance of 118.08 feet to a Wiron rod set for the paint of curvature of a curve to the right, 4) With said curve to the right having a radius of 141.16 feet, a central angle of 112'37'17", a chord which bears N18'04'07"£ a distance of 234.91 feet, for an arc distance of 277.47 feet to a" iron rod set for a point of compound curvature of a curve to the right; 5) With said curve to the right having a radius of 100.00 feet, a central angle of 32'12'46", a chord which bears S89'30'52"E a distance of 55.48 feet, for an arc distance of 56.22 feet to a fir' iron rod set for the point of tongency; 6) S73'24'28"E, a distance of 557.25 feet to the POINT OF BEGINNING, CONTAINING within these metes and bounds.- 4.9848 acres of land area. Section 46 GEORGETOWN VILLAGE PID NO. 1 79 2021 AMENDED AND RESTATED 0&M SERVICE AND ASSESSMENT PLAN FIELDNOTE DESCRIPTION of a 7.0794 acre tract of land out of and a part o1 the Joseph Fish Survey No. 232, Williamson County, Texas, being a portion of that 36.1820 acre tract conveyed to Shell Ranch Development, Inc. by deed of record in Document No. 9719696 of the Williamson County Official Deed Records; said 7.0794 acre tract is more particularly described by metes and bounds as follows: BEGINNING at a %m iron rod found, on a curve to the left, for the southeasterly tamer of Lot 1, Block A, Shell Ranch, Section One, a subdivision of record in Cabinet 0, Slides 364 through 367 of the Plat Records of Williamson County, Texas, some being on the westerly right-of-way line of Village Commons Boulevard (right-of-way varies) as dedicated by Plat in Cabinet 0, Slides 364-367 of said Plat Records, from which, a 1/2" iron rod found for the point of tongency on the westerly line of said Lot 1, Block 'A" bears N05'52'08"E, a chord distance of 186.06 feet; THENCE, leaving said southerly line of Lot 1, Block "A', Shell Ranch, Section One, and following said westerly right-of-way line of Village Commons Boulevard, the following three (3) courses; 1) With the said curve to the left having a radius of 500.00 feet, a central angle of 09' 22' 13", a chord which bears S00' 10'09"E a distance of 81.68 feet, for an arc distance of 81.77 feet to a %" iron rod found for the point of tangency; 2) SO4'51'15'E, a distance of 124.78 feet to a 'A" iron rod found for the point of curvature of a curve to the right; 3) With the said curve to the right having a radius of 440.00 feet, a central angle of O0' 47'20", a chord which bears SO4*27'35"E a distance of 6.06 feet, for on arc distance of 6.06 feet to a %" iron rod found for the northeast comer of Lot 1, Block "A" of Georgetown Village, Planned Unit Development, Section Four, a subdivision of record in Cabinet R, Slides 250 through 252 of the said Plat Records of Williamson County, Texas; THENCE, leaving the westerly right-of-way line of said Village ommons Boulevard and crossing through the said 36.1820 acre tract, with the boundary of said Georgetown Village, Planned Unit Development, Section Four, the following six (6) courses; 1) N73'24'28"W, a distance of 557.25 feet to o %* iron rod found with plastic cap stomped "Capital Surveying Co. Inc.", for the point of curvature of a curve to the left; 2) With said curve to the left having a radius of 100.00 feet, a central angle of 32'12'46", a chord which bears N89'30'52"W a distance of 55.48 feet, for an arc distance of 56.22 feet to a Mt" iron rod found with plastic cap stamped 'Capital Surveying Co. Inc.", for the point of curvature of a curve to the left; 3) With said curve to the left having a radius of 141.16 feet, a central angle of 112'37'17", a chord which bears S18'04'07"W a distance of 234.91 feet, for an arc distance of 277,47 feet to a %' iron rod found with plastic cap stamped "Capital Surveying Co. Inc.", for the point of tangency; GEORGETOWN VILLAGE PID NO. 1 80 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 4) S3rl4'32'E, a distance of 118.08 feet to a �" iron rod found with plastic cap stamped "Capital Surveying Co. Inc." for the point of curvature of a curve to the left; 5) With said curve to the left having a radius of 145.00 feet, a central angle of 35'09'57', a chord which bears S55'49'30"E a distance of 87.61 feet, for an arc distance of 89.00 feet to a %" iron rod found with plastic cap stamped 'Capital Surveying Co. Inc.', for the point of tangency', 6) S73'24'28'E, a distance of 426.86 feet to a 1 /2' iron rod found, on a curve to the right, on the westerly right of way of said Village Commons Blvd., said rod being the southeast corner of said Lot 1, Block "A" of Georgetown Village, Planned Unit Development, Section Four; THENCE, leaving said southerly line of Lot 1, Block "A', Georgetown Village, Section Four, and following said westerly right—of—way line of the Village Commons Boulevard, the following three (3) courses; 1) With the said curve to the right having a radius of 490,00 feet, a central angle of 01' 46'57", a chord which bears S37'49'47W, a distance of 15.24 feet, for an arc distance of 15.24 feet to a 1/2" iron rod found for the point of tangency; 2) S38' 43'15'W, a distance of 70.75 feet to a %" iron rod found for the point of curvature of a curve to the left; 3) With the said curve to the left having a radius of 496.00 feet, a central angle of 10! 18'38 a chord which bears S33'33'56V a distance of 89.14 feet, for an arc distance of 89.26 feet to a %* iron rod found for the northeast comer of a 251 wide alley, Public Access and Public Utility Easement of Shell Ranch, Section Two—B;- a subdivision of record in Cabinet Q, Slides 387 through 390 of -the said Plot Records of Williamson County, Texas; THENCE, leaving the westerly right—of—way line of said 'Village Commons Boulevard, with the north and easterly boundary of said Shell Ranch, Section Two—B,i the following five (5) courses; 1) N7324'28'W, a distance of 383.36 feet to a 3/4" iron rod found in concrete, for the point of curvature of a curve to the right; . 2) With said curve to the right having a radius of 318.39 feet, a central angle of 40'50'11', a chord which bears N52'59'23W a distance of 222.15 feet, for an arc distance of 226.93 feet to a F iron rod found for the point of tangency; 3) N32' 34' 18"W, a distance of 103,12 feet to a X" iron rod found for the point of curvature of a curve to the right; 4) With said curve to the right having a radius of 303.67 feet, a central angle of 99'30'15", a chord which. bears _N171.0'40"E a distance of 463,56 feet, for an arc distance of 527-8 feet ,to a %" iron rod found for an angle point; 5) N23' 04'03'W, a distance of 25.00 feet to a 3/4" iron rod found in concrete, on a curve to the right, for the most southerly southwest corner of said Lot 1, Block 'A", Shell Ranch, Section One; _ THENCE, leaving the said boundary line of Shell Ranch, Section Two—B and with the south line of $did Shell Ranch, Section One. the following two (2) courses; GEORGETOWN VILLAGE PID NO. 1 81 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 1) With said curve to the right hdvinhgg a radius of 356.21 feet, a central angle of 39'30'17", o chord which tears N86'41'05'E a distance of 240.77 feet, for an arc distoncB of 24M.0 feet to a %" iron rod found for the point of tangency; 2) S73'24'281, o distance of 450.94 feet to the POINT OF BEGINNING CONTAININC within these metes and bounds 7.0794 acres of land area. Section 5 FIELDNOTE DESCRIPTION of a 16.2540 acre tract of land out of and a part of the Leroy B. Lord Survey Abstract No. 407, Williamson County, Texas, being a portion of that 8.059 acre tract and a portion of that 10.074 acre tract, conveyed to Shell Ranch Development, Inc., by deed of record in Document No. 2000074259 the Official Public Records of Williamson County, Texas; said 16.2540 acre tract is more particularly described by metes and bounds as follows: BEGINNING of a %" iron rod with plastic cap stamped "Capital Surveying Co. Inc." found for the northeasterly comer of Village Commons Boulevard, (right—of—way varies) dedicated by plat in Shell Ranch, Section One, a subdivision of record in Cabinet 0, Slides 364 through 367 of said Plot Records, from which, a %' iron rod with plastic cap stamped "Capital Surveying Co. Inc." found for the northeast corner of Lot 1, Block "A" bears N73024'28 W, a distance of 60.00 feet; THENCE, with the northerly line of Lot 1, Block 'A", of said Shell Ranch, Section One, kroving the said easterly right—of—way line of Village Commons Boulevard, the following seven (7) courses; 1) N73 °24'28'W, a distance of 390.02 feet to ci iron rod found; 2) N81 059'40"W, a distance of 132.88 feet to a" iron rod found with plastic cap stamped "Capital Surveying Co. Inc."; 3) S80049'57V, a distance of 132.88 feet to a 1<i" iron rod found with plastic cap stamped "Capital Surveying Co. Inc."; 4) S63°39'341N, a distance of 132.88 feet to a }�' iron rod found with plastic cap stamped "Capital Surveying Co. Inc.'; 5) S55004'23' W, a distance of 103.97 feet to a i" iron rod found with plastic cap stamped "Capital Surveying Co. Inc.'; 6) S491140'571W, a distance of 149.37 feet to a iron rod found; 7) S38054'05' W. a distance of 149.37 feet to a iron rod found with plastic cap stamped "Capital Surveying Co. Inc."; GEORGETOWN VILLAGE PID NO. 1 82 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN THENCE, S28 °07' 13"W, at a distance of 149.37 feet pass the most westerly comer of said Lot 1, Block "A", Shell Ranch, Section One, for a total distance of 160.69 feet to a M" iron rod with plastic cap stamped "Capital Surveying Co. Inc." on the north line of Lot 22, Block V of Shell Ranch, Section Two —A, a subdivision of record in Cabinet P, Slides 211 through 214 of said Plat Records; THENCE, with the easterly and northerly line of said, Shell Ranch, Section Two, the following seven (7) courses; 1) N69 °00'51 "W, 96.65 feet to a %" iron rod found for a point of curvature of a curve to the left; 2) With the said curve to the IOU having a central angle of 28009'17*, a radius of 65.00 feet, a chord distance of 31.62 feet (chord bears N17°46'33W), for an arc distance of 31.94 feet to a W iron rod found with plastic cap stomped 'Capital Surveying Co. Inc.' for a point of compound curvature of a curve to the right; 3) With the said curve to the right having a central angle of 56° 14'36", o radius of 20.00 feet, a chord distance of 18.85 feet (chord bears N031,43'54"W), for an arc distance of 19.63 feet to a F iron rod found with plastic cap stamped Capital surveying Co. Inc.' for the point of compound curvature of a curve to the right; 4) With the said curve to the right having a central angle of 14034'01 ", a radius of 922.00 feet, a chord distance of 233.78 feet (chord bears N31 °40'25"E), for an distance of 234.41 feet to a fir" iron rod found for on angle point; 5) N51 °02'35"W, 56.00 feet to a %* iron rod found for an angle point; 6) N66015'47" N, 300.70 feet to a % iron rod found for an angle point; 7) S701100'59"W, 196.42 feet to a X" iron rod found with plastic cap stamped "Capitol Surveying Co. Inc." for the northwest comer of said Shell Ranch, Section Two; THENCE, leaving the northerly line of said Shell Ranch, Section Two, with the easterly line of Lot 17 of Chaparro Estates, a subdivision of record in Cabinet D/ Slide 276 of said Plat Records, for the following five (5) courses: 1) N05058'WW, 136.65 feet to a 60d nail found in a 12" cedar; 2) N00 "51'44"W, 34.04 feet to a %* iron rod found with plastic cop stamped "Capital Surveying Co. Inc."; GEORGETOWN VILLAGE PID NO. 1 83 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 3) NO2°27'061, 47.03 feet to a V iron rod found with plastic cap stamped "Capital Surveying Co. Inc."; 4) N01 °12'46"E, 118.40 feet to a X" iron rod found with plastic cap stamped "Capital Surveying Co. Inc.'; 5) N01 °18'54"w, 12.76 feet to a V iron rod found with plastic cap stamped "Capital Surveying Co. Inc." for the southwest comer -of. that 24.523 acre tract conveyed to Shell Ranch Development; Inc.as 6D=ded -in Document THENCE, with the said curve to the right having a central angle of 29007'12", a radius of 781.00 feet, a chord distance of 392.68 feet (chord bears S87 °58'04"E), for on arc distance of 396.94 feet to a %* iron rod found 'for the point of tangency; THENCE, S73 024'28'E with the said common line; a -distance of 391.72 feet to a %* iron rod set with plastic cap stomped 'Capitol Surveying Co. Inc."; THENCE, S16 °35'32V, leaving the south line of said remainder of 195.137 acre tract, with the east line of said 8.059 acre tract, a distance of 331.00 to the POINT OF BEGINNING, CONTAINING within these metes and hounds 16.2540 acres of land area. Section 6 FIELDNOTE DESCRIPTION of a 32.5897 ocre tract of land out of the wham Roberts Survey, Assaf 524. the Leroy B. Lord Surrey, Abstract 407 and do Joseph Fish Survey, Abstract 232, M9lliumson County, Texas, bang a portion of that 6.%3 eore tract. descrlaed as Tract I, conveyed to Whon Family Communities, inc., by the deed recorded In Document Me. 2OD5019814 of tM Mal Public Records of MM ornson Canty, Texas, and oN of that 31.3M acre tract conveyed to Whon FwAy Communities, Inc., by deed recorded in Document No. 2OM2274 of tM said 0f6Ciol Public Records. The said 32.9s97 acre tract, being all of proposed t',eorgetown Mo", Section Six PAWNision, is more portictil rly deecribed by metes and bounds as follows' BEGAINK at a 9w iron rod found on the eosterty right-of-way tine of Viilinge Commons &MWOord (60.00' Rro-of-Mby), for the sou0mW corner of Georgetown Alloge, Section Five, a subdivision recorded in Cabinet Slides 320 throagh 322 of the Plat Records of M4ltiommn County, Texas, and the northeast corner of Alloge Commons Bo Awed (W 69110-d-nay) as dedivuted by plat in Shell Ranch, Section one, a eubdiriw recorded in Cabot! '00. Slides 3644 Wough 367 of the said Plot Records, and being a point on ft west Mrs d the acid 31.3006 ocre tact; THENCE, N16'35'321E, with the sosterty dot -of -way kw of said Village Commons Bouirxwd, of 221.00 feet pass a I" iron rod found for o wrWmW comer of the said 31.3086 acre tract, being a southwest corner of the soid 6.W acre tract, oorrrmuing for o WWI distance of 331.00 feet to a I' iron rod found for an ell cvrrgr of the said 6.563 acre but; THENCE.. S73'24'2tit Is" the eaterty right-d-way line of Wkge Com one Bo *Pmrd and crvesing thrncrgh 1M said 6.593 sae bict, for a distance of 450.00 feet to o %* iron rod set on an saeterty line of the 6.5133 we but, being a nar$wsst line of the 31.3066 acre tract described abm. THENCE, NW35121, with the common rim between the 31.3006 acne tract and the 6.5e3 acre tract, 3W.90 feet to 0 V iron red found for the moat rr 0wiv northwest comer of the said 31-M am tract; GEORGETOWN VILLAGE PID NO. 1 84 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN THENCE, S7T24'M*F- continuinq +rich On said common " between the 6.593 acre bid and the 31.3M eon tract, 197.80 feet to a Ira iron rod found for a northeast comer of the tie & described tract, being a northeast comer of the aforesaid 31.3068 acre tract and the most easterty comer of the aforesaid 6.583 acre tract, from which o 10 iron rod found for the moat east" northeast caner of the void 6.593 acre tract, being the southeast corner of that 14.417 acre tract, described os Tract A, conveyed to Own Family Communities, Inc., by deed recorded in Document No. 2006019814 of the sold Wkiol Pubic Records, bears N1519161, 15.19 feat; THEWF- leaving the said 6.593 ocre tract, with the northeast line of the said 31.3096 ocre tract, being ocrom the remainder of drat 195.137 acre tract conveyed to The !Adkins Ranch, ILK, by deed recorded in Document No. 9553464 of the said Official Public Records, for the folW*q four (4) courses: 1) S15'13'291M, 66.12 fort to o ' iron rod found for an angle point; 2) S15'18'22T, 198M feet to a ' iron rod found for an angle point; 3) S11'52'47'E, 328.00 feet to a iron rod found for an angle point; 4) S41'10'2tt 157.36 feet to a iron rod found for the northwest comer of that 1.551 acre troct, described as Trost I, oonve* to 7hs Termer Renck, Ltd., by deed recorded in Document No. 200503MM of the said Official Public Rem* THENCE. continuing with tM narthe* line of tM 31.3096 acre tract, being the westerly ire of the said 1.551 ass bast, for the fo" four (4) courses: 1) S41'10'UT, 9.10 feet to a M' iron rod found for an angle point; 2) S21'27' -E, 212.03 feat to a g' iron rod found for an ands point; 3) S1 T57'467, 192.23 fee# to a 1�' iron rod found for on angle point; 4) S43'05'501, 110.26 feet to a iron rod found on the nested right-of-way ire of Shell Road (90' right-of-way), a, dedicated in Vokxne 1751, Pop 872 of the [feed Recor& of WAliornam County, being the most southerly comer of the said 1.551 acre bect, and the most aostarty corner of the 31.3DM Dore bat; THEM, SIT24'54*4, wb tM common east One M the said 31.3096 acre tract and weeterty righ(-of-eay line of SW Rod, 436.12 hat to o X' iron rod found for the soWwast corner of the aforesaid 31.3006 acre tract; THENCE, leaving the westerty right-of-way fine of the said Shell Road, oft the so 0 ins of the maid 31.3006 oem trot, being across the aforesaid remainder of the 195.137 ocre tract, for the following six (6) courses; 1) N7T24'280W. 718.05 feet to a R' iron rod found for the point of curvature of a curve to the left; 2) With said curve to the left, hoeing a central ongk of 90'00'00', a radius of 5.00 feet, a cdtord distance of 7.07 feet (chord bean S61'3512"W), for an am distance of 7.85 feat to a %' iron rod found for a corm, 3) N7324'28'V, 50.00 feet to a g' iron rod found for the point of curvature of a non -tangent curve to the left; 4) 110h said curve to the left, having a central ongk of 90'00'00', a radius of 5.00 feet, a chord distance of 7.07 feet (chord boors W24'280W), for an we distance of 7.85 feet to a %' iron rod found for the point of tangency; 5) N73'24'28-0, 630.22 feet to a g' iron rod found for the point of curvature of a curve to the left; GEORGETOWN VILLAGE PID NO. 1 85 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 6) trb said cur" to the left, having o control angle of W360Y. a rodiue of 5.00 het, a chord diatonce of 7.50 feet (d►ard bears S5)'20'30'W), for on arc dunce of 8.60 feet to a %' iron rod found, on a curve to the right, on the easterly 69M—of—way ffne of aforesoW Wage Commons Boulor rd, berg the southwest comer of the aforesaid 31.3066 acne tract; THE P C +Kith fie oo wm kA between do 31.3N6 ocre tract and the eostedy right—of—way of the said VAoge Cornrfws BmAmrd, for the falbwing two (2) courw 1) IMith the soil curve to the right, having a oerdrd angle of W30'038, a radius of 440.00 feet, a chord distance of 65.22 hat (chord boon N1720'3M, for an arc distance of 65.28 feet to a J * iron rod found for the point of fit, 2) N1B35'32*L for a distance of 736.36 feet to the POINT OF BEGIHftIWG, C[]WAHNG within these metes god _- bounds 32.5897 ncrea of land area. NoW 01 inch iron rod' donotes a %0 iron rod found or set w'Oh plastic cap marked 'Capitol Surveying Co., Inc., unless otherwise noted. Basis of bearing is the Texas State Plane Coordinote System, Central Zone, NAD 83 GEORGETOWN VILLAGE PID NO. 1 86 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN C O Y • tl � r�v 0 hg ❑� i � Y Y EL � � I o�p a c $ y ,j4 0 c Y « Y � s� Mrsa 0, bo p c re b vm v �10 0 w v � x y C 0� Q ° L C ,„ C E C U o F = n tl °u O1 ; Jh O Ov O I O �^ Y ci N Vt -1 D U ` m _V 16 > a uts/i� O✓ U �a € o °' N is LA E "p' s _ r O C 9ro n �T3 0 p_p o0C y Y yU O aYV" V V Y (j, tl L C Y tl� u G i c Ern a Ec°ai AD� n t n n n �EU ° ,is `pp° prna $ N,- y m x0 °b 0 p N Y y,~ o Y -`• k C d y U o r 2 r o� zmm zP n W y ��tl mYN °z E E # n ° b E 0�� • V ` 's `s a C C U U U U U O V V U U U U U U U [ P 0. C P Vf !n In In n 7 7 � o Vol a a Loy a o 0 0 0 0 Ia. pa E E E a E E o a 0 E E E ° E ° E u E E E E E _$ g E g$ o$ 3 0, E S S E U « 0 o c 3 n n a n a p v a n a a c a a 3 v « « « $ « a It « « s « C ° -�- O O O o V Q CO $ O o o o e `o G C k C As ° o 0 0 i i s + M 7n0 N h w N * W W M * h O cv n n r ,°ri �i w n an��w i to m w n n n n n n ,. —� .n �o n m 0 o� a ,%) h �o d n 00 14 B _ °�o�:s°� ° OD v ' u r, O J J= C! 9• h ~2 u $ v s N o e y N U LE r N 4 rp J N u W W C J O SS w .°. • �'. CC O O ` .Y O N X Y O b R • pE{ U Vl C z srNor • a C O, N L r r V � A.t•+ � �BGC C J + • « C pi InO OO O L,,� ,•� � O�� p u� N-�= N Off) OYS OO� ±O° O F� C C O C w♦ p - +' o a fv a n c- a g■c V o EE i N r pon,r kJ O P• r N V Cc • C q n Y N- ° .. ° i• O i " r . n E VC Ctn. nj a nO J• _j OV p a Y O O r O O O 9 • �VggBpp 1n O g , P i .. ° C` X, v ° a h« m E 5" -� � • � i s b0 ■■ ucYv NaEc o ,° ° • `GGG C « N D C p • •` M V Oa • u1 c $ �a F� ��u¢ ;•o�$o Na • « It r C M �C N} IS O V1 O O 7D_ ypp O p r v CC } • 6 O r p iU M w 8 m p M • .. .f G O J �i..gca �o ' o g� $o a o O o y Co u. y a E L Y � U � L V ■ C « � � 'y5 � C +Am L+ w0. •«� �• OJ.+V C .i 2-y w .t.. a6 a a C° 7� O JaO 36 # u� 00 v _ N 1n 40 i 14 w +° V u• yWV� �� a=•C. f� ~ �.J� �� 1W14i -0c$o z� o u Wu c C �YWyy U� J`$ O w 5 s °° F tlOtl O N N N 0,0 p01, '' C O C C 01 0 uaLr+JOz - E 00 00 Section 8 FIEUMOTE DESCRIPTION of a 15.8152 we tract, situated In the Joseph Fish Surrey, Abstract No. 232. IM1llomson County, Texas, out of that 15.6152 acre tract conveyed to Shell Ranch Development. Inc., in the deed recorded in Document No. 2006011133 of the Official Public Records of Wlllamson County, Texas, the said 15,0152 acre tract, being all of proposed Georgetown Vsloge, Section Eight subdivision, Is more portiaulorly deecribed by mess and bounds on failoww.. BEGINNING at a W iron rod found far the northwest corner of the 15.6152 acre tract, being on the southeast rra�t—of-ray line of Sheet Rood (80.00' right —of —ray), as dedicated by deed recorded In Volume 1751, Page B72 of the M9liamson County Deed Records, and the northwest Corner of that 44.212 acre tract conveyed to Shell Ranch Development, inc. by deed recorded In Document No. 2005030*9 of the solid Offictol Public Recwds; THENCE, leaving the southerly right—of—way lkw of the said Shell Road, with the common line between the sold 1&6152 acre tract and the 44.212 oars tract, for the following seven (7) courses; 1) S44-3Y28'E, 907.42 fast to o )J' iron rod found for corner; 2) S3248'44'E, 105.69 fast to a jj" Iran rod found for corner, 3) S26'11'51 "E, 72.12 feet to a 36' Iron rod found for comer; 4) S1B'57'05"E, 92.61 feet to a iron rod found for come, 5) S121D6'19E, 50.00 feet to a )E" iron rod found for oamar. 6) S0524'09'E, 89.23 feet to a K" iron rod found }or comer; 7) SOS'43'39'E, 7&28 feet to a Y6' Iran rod found on the northeast line of 'Georgetown Vllog% Section 7', a subdivlelon recorded In Cabinet 'x', Slidon 364 through 387 of the Plot Records of Williamson Gounty, Texas, for the southeast corner of the hereko described tract; THENCE, with the common line between "Georgetown VAlogs, Section 7", and the 15.6152 acre tract, for the following sixteen (16) coursae 1) N85`00'58"W, 129.47 feet to a %' Won rod found for corner 2) N59ID7'13"W, 67.79 fast to a %* Iron rod found for corner, 3) N7D'29'07'W, 159.65 fast to a %" Iron rod found for corner; 4) N75'09'13'W, 58.16 Not to a %" Iron rod farad for comer; 5) N79'07'42"W, 5&14 feet to o )j" Iron rod found for corner; 6) NBl'46'47"W, 288.SB feet to a Jj" Iron rod found for Corner; 7) N77'06'19"W, 71.32 feet to a %', iron rod found for comer, 8) N81'52'04'W, 169.74 fast to a Iron rod found for corner, 9) N4235'26'W, 131.39 feet to a iE' Won rod found for corner, 10) N54V9'55'E, 31.12 feet to a Iron rod found for comer; 11) N17'44'41"E, 103.46 Not to a %* iron rod found for corner; 12) N20124'53'11111, 17&87 foot to a %* Iron rod found for come, 13) N87'42'26'W, 212.37 fast to a $A" Iron rod found for comer; 14) S54'D9'55"W, 109,42 feet to a �' kon rod found for corner, 15) N35'50'05'W, 15,00 feet to a S�' iron rod found for the point of curvature of a curve to the right; 15) U11h sold Curve to the right, having a central ongle of 90iD0W. a radius of 25,00 feet, a chard distance of 35,36 feet (d►ord boor• Np91D9'S5'E), for an arc d4tonrs of 36.27 feat to a X" +Yon rod found for the northwest comer of the sold 15.6152 acre tract, tieing a northeast Corner of sold Georgetown Village, Section 7 and a point on the aforesaid southeast right--of—way line of Shell Rood; THENCE, N54109'55"E, with the southerly right—of—way line of Shell Road, being the northerly line of said 15.6152 care tract, 25&81 feet to a N inch iron rod found, .l%out oap, for the point of curvature of a curve to the left; GEORGETOWN VILLAGE PID NO. 1 89 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN THENCE, N54VIIII "E, with the southerly right -of -ray line of Shdl Rood, being the northerly line of sold 15.6152 acre tract, 25&81 feet to a )i Inch Iran rod found, without cap, for the point of curvature of a curve to the left; THENCE, continuing with the southerly right-of-way line of Shell Road, being the northerly line of said 15.6152 oars tract, with the said curve to the Lett, having a central angle of 09"00'02", a radius of 2a40,00 foot, a chord distance of 452.26 feet (chord bears N49'35'54"E), for an ore distance of 452.74 feet to the POINT OF BEGINNING, CONTAINING within these metes end bounds 15.6152 acre of land area. NOTE; Unless otherwise noted ')j Inch Iron rod' denotes a )4 inch Iron rod found or not with a plastic cap stamped "Capital Surveying Co., Inc." Basle of Bearing Is the record bearing. shown on the first toll above, as described in the deed for SOW 15.6152 acre tract. Section 9 Phase 1 Fieldnote Description of a 29.9887 acre tract, situated in the Joseph Fish Survey, Abstract No. 232 and the William Roberts Suriey, Abstract No. 524, Williamson County, Texas, being a portion of that 30.891 acre tract conveyed to Wilson Family Communities Inc_ by deed recoded in Document No. 2007012900 of the Officio! Public Records of Williamson County, Texas. a potion of that 44.212 acre tract conveyed to Wilson Family Communities Inc. by deed recorded in Document No. 2007060214 of the said Official Public Records and a portion of that 54.420 acre tract conveyed to Wilson Family Communities Inc. by deed recorded in Document No. 2007067941 of the said Officiol Public Records; the said 29.9887 acre tract, being all of proposed 'Georgetown These, Section Nine, Phase One' subdivision, is more particularly described by metes and bounds as follows; BEGINNING of o r1h' iron rod found for the most westerly corner of the said 44.212 acre tract, being the most northerly corner of Georgetown Village, Section Eight, a subdivision recorded in Cabinet CC, Slldes 15 through 17 of the said Williamson County Plot Records, some being o point on a curve to the left, on the southeast right-of-woy line of Shell Rood (80.00' right-cf-way), as dedicated by deed recorded in Volume 1751, Page 872 of the sold Deed Records; THENCE, leaving the northerly line of said Georgetown Village, Section Eight, along the southeast right-of-woy line of said Shell Road, being the westerly line of the said 44,212 acre tract and 30,891 acre tract, with the said curve to the left having a central angle of 22'52'59', a radius of 2840.00 feet, a chord distance of 1126.73 feet (chord bears N33'35'24'E), of an are distance of 540.22 feel pass a 1h" iron rod found for the most northerly corner of the aforesaid 44.212 acre tract, being the southwest corner of the said 30.891 acre tract, for a total are distance of 1134,25 feet to a )fj' iron rod found for the point of curvature of a non -tangent curve to the left, being the most northerly corner of the aforesaid 30,891 acre tract; THENCE, leaving the southeast right-of-way line of the said Shell Road, across the said remainder of the 312.574 acre tract, with the northerly line of the said 30,891 acre tract, for the following two (2) courses: 1) With the said curve to the left having a central angle of 98'33'22', a radius of 25.00 feet, a chord distance of 37.03 feet (chord bears S25'37'48"E), for an arc distance of 41.69 fee to a h' iron rod found for the point of tangency; -'I S73'24'29"E, 1120.19 feet to a 1h" iron rod set for corner, from which a }F" iron rod found bears 573'24'29"E, 217.26; THENCE, across the said 30.591 acre tract, the remainder of the 312.574 acre tract and the 44.212 acre tract, for the following thirty-four (34) courses; 11 S1(T35'31"W, 60.00 feet to a 1h4 iron rod set for corner; 2) S73'24'29"E, 217,26 feet to a %4 iron rod set for the point of curvature of a curve to the left; 1) With the said curve to the left having a central orrgle of 03'22'38 a radius of 530.00 feet, a chord distance of 31.24 feet (chord bears 575'05'48"E), for an arc distance of 31.24 feet to a %! iron rod set for the point of tangency; .1I S76'47'07"E, 265.29 feet to a %¢ iron rod set for the point of curvature of a curve to the right; 51 With the said curve to the right having a central angle of 61'11'19", a radius of 10.00 feet, a chord distance of 10.18 feet (chord bears S46'11'27'"E), for on arc distance of 10.68 feet to a 1h" iron rod set for the point of reverse curvature of a curve to the left; ni With the said curve to the Wfl having a central angle of 31'31'49", a radius of 73.00 feet, a chord distance of 39.67 feet (chord bears 531'21'42"E), for an arc distance of 40.17 feet to c W iron rod set for the point of reverse curvature of o curve to the right; 't With the said curve to the right having a central angle of 62'02'33", o radius of 10.00 feet, a chord distance of 10.31 feet (chord bears S16'06'20"E). for an arc distance of 10.83 feet to a A— iron rod set for the point of compound curvature of a curve to the right; GEORGETOWN VILLAGE PID NO. 1 90 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN xl With the said curve to the right having a control angle of 18'28'17", o radius of 2440,00 feet, a chord distance of 783.22 feet (chord bears S24'09'05'Nf), for an arc d:stance of 706.52 feet to o %" iron rod met for the paint of compound curvature of a curve to the right; 9) With the said curve to the right having o control angle of 90'56'43", a radius of 15,00 feet, a chord distance of 21.39 feet (chord bears 578'51'3,CV), for on are distance of 23.81 feet to a %¢ iron rod set for the point of tangency; 10) N55'40'04"W, 109.14 feet to a A" iron rod set for corner; 11) S34'19'5", 50,00 feet to a iron rod set for Comer, la) N55'40'04"W, 19.86 feet to a iron rod set for corner; 13) S34'19'56-W. 126.82 feet to o iron rod set for corner; 14) N51'50'44"W, 124.20 feet to o iron rod set for comer; 151 N50'30'16"w, 80.43 feet to a Y4" iron rod set for corner; I(') N42'34'49"W, 84.59 feet to a A" ;ron rod set for corner; 17) N31'02'10'W, 84,68 feet to o 36- iron rod set for comer; 18) N20'30'11"W. 84.72 feel to a Ih- iron rod set for corner, IQ) N09'37'04"'W, 79.77 feet to a 1¢" iron rod 'set for corner; 20) NOV 19'52 W, 50.17 feet to a %¢ iron rod set for comer; :I) N88'13'11'-W, 170,63 to o '4' Iron rod set for the point of 'curvature of a non —tangent curve to the right; 22i With the acid curve to the right having a central angle of 04'00'22", o radius of 620.00 feet, a chord distance of 43.34 feet (chord bears NO3'47'00"E), for an arc distance of 43.35 feet to a %" iron rod set for the point of rowerse curvature of a curve to the left; 231 With the said curve to the left having o central angle of 86'23'18", o radius of 15.00 feet, a chord distance of 20.53 feet (chord bears N3724'28"W), for on arc distance of 22.62 feet to a )j" iron rod set for the point of tangency, 24) N8736'07"W, 259.03 feet to a )f" iron rod set for the point of curvature of a curve to the right; 25) With the said curve to the right having a central angle of 14'23'43", a radius of 275.00 feet, a chord distance of 68.91 feet (chord bears N73'24'16"W), for on arc distance of 69.09 feet to o 'h" iron rod set for the point of tongency; 2h) N86'12'24'-W, 32,94 fret to o Y1" iron rod set for the point of curvature of o curve to the left; 27) With the said curve to the left having a central ongle of 95'53'13", o rodius of 15.00 feet, o chord distance of 22.28 feet (chord bears $65'51'00"W), for an arc distance of 25.10 feet to a '%" iron rod set for the point of compound curvature of o curve to the left; 28) With the said curve to the left (laving o central angle of 04'33'44", a radius of 405.00 feet, a chord distance of 32.24 feet (chord bears St5'37'31"W), for an arc distance of 32,25 feet to a %" iron rod set for the point of non—tongency; 291 N76'39'21" W, 176.60 feet to a %" iron rod set for comer; 30) N14'17'55"E, 8,21 feet to a 34" iron rod set for corner; 31) N72'41'22"W, 120-00 feet to a *h" iron rod set for the point of curvature of in non —tangent curve to the left; 321 With the said curve to the left having a central angle of 01'00'17", a radius of 675,00 feet, a chord distance of 11.84 feet (chord bears S1648'29"W), for an arc distance of 11.84 feet to a %' iron rod set for the point of non—tongency; 33) N73'41'39"W, for a distance of 214.50 feet to a %" iron rod set for the point of curvature of a non —tangent curvy to the right; GEORGETOWN VILLAGE PID NO. 1 91 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 34) Along a line being 65.00 feet southeast of and parallel to the common westerly line of the aforesaid 44.212 acre tract and easterly right—of-way line of Shell Road, with the said curve to the right having o control angle of W10'24", a radius of 29ft00 feet, a chord distance of 414.05 feet (chord bears S4957'0g" W), for an arc distance of 414,40 feet to a )J" iron rod set on the southerly line of the said 44.212 acre tract, being the north line ,of the aforesaid Georgetown Village, Section Eight subdivision, from which a %` Iron rod found for an angle point on the comMnoo line between the 44.212 acre tract and Georgetown Village. Section Eight, bears S4437'28'E, 842,42 feet; THENCE, N44'37'28'V, with the common line between the said 44.212 acre tract and Georgetown Wloge, Section Eight, for a distonce of $5.00 feet to the POINT OF BEGINNING, CONTAINING within these metes and bounds 29,9537 acres of land area. Section 9 Phase 2 Fieldnote Description of a 0.1835 acre tract, situated in the William Roberts Survey, Abstract No. 524, Williamson County, Texas, being a portion of that 44.212 acre tract conveyed to Wilson Family Communities Inc. by deed recorded in Document No, 2007060214 of the Official Public Records, the said 0.1835 acre tract, being all, of proposed "Georgetown Village, Section Nine, Phase Two" subdivision, is more particularly described by metes and bounds as follows: BEGINNING at a %2" iron rod set, with plastic cap marked "Capital Surveying Company, Inc.", for the northeast comer of Lot 24, Block "L", Georgetown Village, Section Nine, Phase One, a subdivision recorded in Cabinet EE, Slides 296 through 299 of the Plat records of Williamson County, Texas and a point on the southwest right-of-way line of Naranjo Drive (50.00' right-of-way) as dedicated by plat in said Georgetown Village, Section Nine, Phase One, from which a 1/2" iron rod found, with plastic cap marked "G&R Surveying", for the northwest corner of said Lot 24, Block "L", being the northeast corner of Lot 25, Block "L", of aforesaid Georgetown Village, Section Nine, Phase One, bears N55*40'04"W, 62.00 feet; THENCE, S55°40'04"E, across the said 44.212 acre tract, with the southerly right-of-way line 'of said Naranjo Drive, and the northerly line of the herein described tract, for a distance of 19.86 feet to a 1/a" iron rod found, with plastic cap marked "G&.R Surveying", for the most southerly comer of aforesaid Naranjo Drive; THENCE, leaving the easterly line of said Georgetown Village, Section Nine, Phase One, across the said 44.212 acre tract, for the following three (3) courses: 1) S55040'04"E, for a distance of 42.14 feet to a t/2" iron rod set, with plastic cap marked "Capital Surveying Company, Inc.", for the northeast comer of the herein described tract; 2) S34°19'56"W, for a distance of 130.96 feet to a 1" iron rod set in concrete for the most southerly corner of the herein described tract, having Texas State GEORGETOWN VILLAGE PID NO. 1 92 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN Plane, Central Zone, NAD83 grid coordinates of N=10,224,375.849, E=3,122,425.752; THENCE, N51°50'44"W, for a distance of 62.14 feet to a 1" iron rod found in concrete for the most westerly corner of the herein described tract, being the most southerly corner of aforesaid Lot 23, Block "L", Georgetown Village, Section Nine, Phase One, said 1" iron rod having Texas State Plane, Central Zone, NAD83 grid coordinates of N-10,224,414.238, E=3,122,376.888; THENCE, N34019'56"E, continuing across the said 44.212 acre tract, with the easterly line of said Lot 23, Block "L', Georgetown Village, Section Nine, Phase One, for a distance of 126.82 feet to the POINT OF BEGINNING, CONTAINING within these metes and bounds 0.1835 acres of land area. Basis of Bearing is the Texas State Plane Coordinate System, Central Zone, NAD83, grid. Section 9 Phase 3 Fieldnote Description of a 2.3242 acre "iract, situated -in the Joseph Fish Survey, Abstract No. 232 and the William Roberts Survey, Abstract No. 524, Williamson County, Texas, being..a portion of that 30.891 acre tract conveyed to Wilson Family Communities Inc. by deed receded in Document No. 2007012900 of the Official Public Records of Williamson County, Texas, and a portion of that 44.212 acre tract conveyed to Wilson Family Communities Inc. by deed recorded in Document No. 2007060214 of the said Official Public Records, the said 2.3242 acre tract, being all of proposed 'Georgetown Village, SECTION NINE, PHASF 3' subdivision, is more particularly described by metes and bounds as follows: BEGINNING at a `i2" iron rod found, with plastic cap marked "G&R Surveying", For the most southerly southeast corner of Tascate Street (50.00' right-of-way) as dedicated by plat in Georgetown Village, Section Nine, Phase One, a subdivision recorded in Cabinet EE, Slides 296 through 299 of the Plat records of Williamson County, Texas, from which a ''/2" iron rod found, with plastic cap marked "G&R Surveying'; for the southwest corner of said Tascate Street, being the southeast comer of Lot 11, Block G. of aforesaid Georgetown Village, Section Nine, Phase One, bears N76'39'21 "W, 50.00 feet; THENCE, across the said 30.891 acre tract, with the southerly line of Georgetown Village, Section Nine, Phase One, and the northerly line of the herein described tract, for the following seven (7) courses: Along the existing easterly right-of-way line of Tascate Street, with a curve to the right having a central angle of 04°33'44", a radius of 405.00 feet,'a chord distance of 32.24 feet (chord bears N159731 "E), for an arc distance of 32.25 fee to a''/2" iron rod found, with plastic cap marked "G&R Surveying', for the point -of compottnd curvature of a curve to the right, same being the intersection return for Moral Pass (50.00' right-of-way) as dedicated by plat in aforesaid Georgetown Village, Section dine. Phase One; Leaving the easterly right-of-way line of Tascate Street, along the intersection return of said Moral Pass, with the said curve to the right, having a central angle of 95°53'13", a radius of 15.00 feet, a chord distance of 22.27 feel (chord bears N65°51'60" 0, for -an are distance of 25.10 feet to a 1/2" iron rod found, with plastic cap marked "G&R Surveying". for the point ofungency; S66'12'24"Er wi the south right-of-way line of Moral Pass, for a distance of 329h4 feet to a'" iron rod found, with plastic cap ; marked"G&R Surveying", for the point of curvature of a curve to the left; Continuing along the south right-of-way line of Moral Pass, with the said curve to the left having a central angle of 14°23'43", a radius of 275.00 feet, a chord distance of 68.91 feet (chord bears S73'2416"F.), for an arc distance of 69.09 feet to a cotton gin spindle found for the point of tangency; S80'36'07"E, continuing with the south right-of-way line of Moral Pass, for a distance of 259.03 feet to a '/," iron rod set for the point of curvature of a curve to the right, being the intersection return for Rowan Drive (50.00' right-of-way) as dedicated by plat in aforesaid Georgetown Village, Section Nine, Phase One; fflr__ 1V_ GEORGETOWN VILLAGE PID NO. 1 93 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN Leaving the easterly right-of-way line of Moral Pass, along the intersection return of said Rowan Drive, with the said curve to the right having a central angle of 86'23'18", a radius of 15.00 feet, a chord distance of 20 53 feet (chord bears S37°24'28"E), for an are distance of 22.62 feet to a''/2" iron rod found, with plastic cap marked "G&R Surveying", for the point of reverse curvature of a curve to the left; Along the westerly right-of-way line of atoresaid Rowan Drive, with the said curve to the left having a central angle of 04100'22", a radius of 620.00 feet, a chord distance of 43.34 feet (chord bears S03°47'00"W), for an arc distance of 43.35 feel to a '/z," iron rod set for the existing southwest corner of said Rowan Drive; THENCE, leaving the southerly line of said Georgetown Village, Section Nine, Phase One subdivision, across the remainder of the said 30.891 acre tract and the 44.212 acre tract, for the following seven (7) courses: With the extension of the aforesaid curve to the left having a central angle of 09029'55", a radius of 620,00 feel, a chord distance of 102.67 feet (chord bears S02°58'08"E), for an arc distance of 102.79 feet to a '/" iron rod found, with plastic cap marked "Capital Surveying Company, Inc.", for the point of reverse curvature of a curve to the right; With the said curve to the right having a central angle of 86'23'18", a radius of 15.00 feet. a chord distance of 20.53 feet (chord bears S35a28'33"W), for an are distance of 22.62 feet to a''/2" iron rod found, with plastic cap marked "Capital Surveying Company, Inc." for the point of tangency; S78°40'12"W, 157.88 feet to a''/2" iron rod found, with plastic cap marked "Capital Surveying Company, Inc." for the point of curvature of a curve to the left; With the said curve to the left having a central angle of 28°29'35", a radius of 275,00 feet, a chord distance of 135,35 feet (chord bears S64'25'25"W), for an arc distance of 136,76 feet to the calculated point of tangency: S50° 10'37"W, for a distance of 3117 feet to a %' iron rod set for the point of curvature of a curve to the right; With the said curve to the right having a central angle of 95°33'07", a radius of 15.00 feet, a chord distance of 22.22 feet (chord bears N82°02'49"W), for an are distance of 25.02 feet to a '/2" iron rod found, with plastic cap marked "Capital Surveying Company, Inc.", for the point of compound curvature of a curve to the right; With the said curve to the right having a central angle of 479658", a radius of 405,00 feet, a chord distance of 326.98 feet (chord bean N10°27'50"W),-for an arc distance of 336.58 feet to the POINT OF BEGINNING, CONTAINING within these metes and bounds 2.3242 acres of land area. Section 9 Phase 4 Fi ldnole Description of a 15.304 Km tract of land, in rho Joseph Fish Survey, Abstract No. 232 and the WlMiam Roberts Survey. Absirsct No. 524, WiNtarnson County, Texas, being a portion of that 129.527 acre bad conveyed to Wilson Family Communba Inc. by deed recorded as Document No. 2008045286 of the Official Public Records of Williamson County, Texas; ask! 16.322 acre tract is more particularly describad by metes and bounds ore follows: COMMENCING at a octton spindle It" for the most southerly comer of sald 129.627 sere tract, being the most esslady confer of Lot 9, Block V. Georgerown Vftspa, Section 7, a subdivision of record in Cabinet 'X', Slides 364 through 387 of the Plat Records of Williamson County, Texas and the common northerly comer of Lot 57 and Lot 58,-%wenads West, a subdivision of record In Cabinet C, Slides 286 through 289 of the Plot Records of Williamson County; THENCE, N21-41'43-W, leaving the northerly line of Seransda West subdivision, with the common line between said 129.527 acre bact and Georgetown Village. Section 7 subdivision for a distance of 90.64 feel to a'/2" iron rod with plastic cap marked "CapiW Surveying Co., Inc." found kr the POINT OF BEGINNING of to herein described 16.322 sere tract; THENCE, continuing with the common Urn between said 129.527 acre tract and Georgetown Vlpage, Section 7 subdivision, to kA&* ng six (6) cotrrass: 1) N21'41'43W, a dWancs of 120.15 feet to a %" Iron rod with plastic cap marked "Capita Surveying Co., Inc." found for the pock of eurvahme of a non -tangent arm to to right; 2) 5ouihwesterly, with said curve to the right, having a central angle of W13751", a radius of 630.00 feel a long chord of 57.50 fees (chord bears S67'51'53'M, for an arc distance of 57.52 feet to an iron rod with cep marked 'G & R Surveying' found for comer, GEORGETOWN VILLAGE PID NO. 1 94 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 3) N19'31'12"W, with a line non-tangenl to the previous curved course, a distance of 60.00 feet to an iron rod with cap marked 'G & R Strwyhng" found for the point of uxrimWre of a nonaangent curve to the right; 4) Southwmsstmrly with the saki curve to the right having a central angle of 074V53', a radius of 570.00 fief, a long chord of 27.67 feet (chord been S71'S2'1S'W), for an erg distance of 27.97 Met to an Iron rod with cap marked 'G 6 R Surveying' found for oon+er; 5) NW44'19V, with a We non -tangent to the previous curved course, a distance of 120.00 feet to a'h' inch Won rod fowl for oor w. 6) S90" 12'31M. a distance of 108.80 feet to a '%" iron rod with plastic cap marked 'Capital Surveying Co., Inc.' found for Comer; 7) N854023W, a distance of 54.45 feet to a W Iron rod found for the common north comer of Lot 4 and Lot 5, Mock 'C', of said GsorWown Viliage, Section 7 subdivision, same using the southeast corner of Georgetown Village, Section Elea, a subdivision of ncgd In Cabinet 'CC, Slides 15 through 17 of the Plat Records of Williamson County; THENCE, raving the northeato We of Georgetown Village, Section 7 subdivision, with the common lire between sold 129.527 am ow and Geoge~ Vilage, Section Eight subdivision, for the fallowing four (4) ooursea: 1) NOS43'UM, a distance of 73.27 het ib a W iron rod with plastic cap marked 'Capital Surveying Co., Inc.' found for comer, 2) N01r24%W W, a distance of 89.23 feet to a soft spindle found for comer, 3) N12" 06'191N, a distance of 50.00 feet to a %," iron rod found for oD"W,, 4) N18"S7WV, a distance of 35.65 fist to a'f." Won rod set for comer, from which a found 'A' iron rod with plastic cap marked'C. KWW Surveying Co., Inc." baaf5 N16'67'OSW a distruoe of 56.96 feet; THENCE, I PwV the ncrtheeet lire of said Georgetown Village, Section Eight, across the aforesaid 129.527 ape tract, the following two (9) coums: 1) N75'41WIT, a dietanoe of 170.10 foal to a 'IA7 Iran rod set for the poirrt of curvature of a non -tangent curve to the left; 2) Nord hit orty with said curve to one left having a central angle of 04'22'68', a radius of 875.00 feat, a chord distance of 51.62 feat (chord bears N16'30'26W), for an arc distance of 51.63 Nat to a %* iron rod set for comer, 3) N65'29'20"E, with a Ike non4angent to the previous curved course, a distance of 164.47 feet to a W iron rod set for an angle poirtb 4) NW 10'37"E, a distaimm of 25,99 Net to a 1W iron rod set r onw, 5) N39'49'23W, at a dWAnx a of 430.72 feet pass a %" ton rod set, and continuing for a total distance of 480.72 fast to a calculated point for comer, 6) S50'10'37W, a distance of 20.48 Net to a 'W Iron rod set corner; 7) N34'24WW, a distance of 67.98 fast to a'h" Iron rod set carer, 8) N27'5715'W, a diwance of 14.26 Met to a %" iron rod so comer. 9) N160'16'19'E, at a distance of 140.33 feet pass a 'A' iron rod set, and continuing for a total distance of 190.33 feet M a caiculeted point for oorner on trim curving westerly line of Georgetown VNiage, Section Nine, Phase 3. 'a subdivision of r*wAd to Cabinet'GG', Slides 36 and 37 of ttne Plat Records of WilllBmson County; THENCE, continuing across the aforesaid 129.527 sae tract, with the perimeter lint of said Georgetown V080, Section Nuns, Phase 3 subdivision, the following sewn (7) o urses: GEORGETOWN VILLAGE PID NO. 1 95 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 1) SoulhsseWty wllh a curve to to Will having a central angle of 04'3738% a radius of 406.00 fist, a chord distance of 32.11 feat (lord beers S32'00'00'E), for an arc distance of 32.11 feet to a 147-iron -rod with pbotic cap marked 'Capita! Surveying Co., Inc.'found for a point of compound curvature; 2) Southeasterly with a curve to the W having a central angle of 95'33'07', a radius of 15.00 feat, a etad distance of 22,22 feet (chord bears 5870749"E), for an arc distance of 25.02 feat"to a 'r4' iron rod with plaeft cap marked "Capital Sury yfng Co., Inc." found for a point of tangency; - - 3) NS0'10'37T7`, a distance of 33.17 feet to a'A' iron rod With plastic cap mirked "Capital Surveying Co., Inc." found for the point of curvature of a curie to the right: 4) Nort masterty wkh said curve to the right having a central angle of 282935", a radius of 275.00 feet. a chord distance of 135.35 feet (chord bears N602526'E), for in arc distance of 13&78 feel to a iron rod with plastic cap marked `Ca OWI,StXV g Co., Inc." found for a point of tarKpncy: 5) N78'4(Y12f, a distance of 157.88 foal to a Y4' Iron nod In concnta found for the poklt of curvature of a curve to the left; 6) Nortt+lasterty wltfi said curve to the left having a central angle of 86'23'18", a radius of 15.00 feet, a Chard distance of 20,53 feet (chord bears N3529331E), for an arc distance of 22-62 feet to a'A' Iron rod with plastic cap marked 'Capital Sunreyktig Co., Inc.` faW1d for a point of reverse curvature; 7) Norl Nmatwly vft a curve to the right having a central angle of 09'2755', a radius of M.00 feet, a chord distance of 102.67 feet (Chad bears N&581181W), for an we distance of 102.79 fast to a W Iron rod In concrete found on the air ressid southerly Ilne of Georgetown Village, Section Nine, Phase One subdivision, same being the southwest corner of Rowan Drive (50' right-of-wey) as dsdlc_e by plat of the Georgetown Village, Section Nine. Phase One subdivision; THENCE, leaving the sesterty line of sold Georgetown Village, Section Nine, Phase 3 subdivision, and continuing across it* aforesaid 129.527 scree tract, with the southerly line of Georgetown Village, Section Nine, Phase One subdivision, the following three (3) couraee: 1) S88' 13'11"E, a distance of 170.63 feet to a W iron rod found for comer, 2) S00'19'52"E, a distance of 58.17 feet to a 'W Iron rod with plastic cap marked "Capital Surveying Co., Inc." found for corner; 3) S09'37'04"E, a distance of 58.24 feet to a'/z Iron rod set for oorner, THENCE, leaving the southerly line of said Georgetown Village, Section Nine, Phase 3 subdivision, and continuing across the aforesaid 129.527 acre tract, the foNowklg ten (10 courses: 1) S7('58V7W, a distance of 119.30 feet to a W Iron rod set for the point of curvature of a non -tangent curve to left; 2) Southeasterly with said curve to the left having a central angle of 01'5417", a radius of 570.00 feet, a chord distance of 19.00 feet (chord beers S13'5911M), for an arc distance of 19.00 feet to a calculated point for corner, 3) S75'03'31W, with a line non4angent to the previous curved course, a distance of 50.00 to a 'A" iron rod set for the point of curvature of a non4angent curve to left; 4) Southeasterly with said curve to the left having a central angle of 09'S4'49", a radius of 620.00 feet, a chord , distance of 107.14 feet (chord bears S19'53'54'E), for an arc distance of 107.27 feet to a 'h" iron rod set for' corner, GEORGETOWN VILLAGE PID NO. 1 96 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 5) S7lr40'l21W, with a line non -tangent to the previous curved course, a distance of 166.16 feet to 41z' iron rod, set for comer; 6) SW4W23"E, a distance of 258.54 feet to a1,,V iron rod set for an angle point: 7) S43'57'35E, a distance of 356.83 feet to a 'h" iron nod set for coiner; 8) N41'54'13"E, a distance of 145.74 feet to a'A" iron rod set for an angle point; 9) N38'21'24"E, a distance of 50.10 feet to a'A' iron rod set for an angle point; 10) N41"54'13"E, a dunce of 131.06 feet to a I%" iron rod in concrete found for tlw most southerly comer of Ceorgetown Village, Section Nina, Phase Two, a subdivision of record in Cabinet'GG'. Slides 260 and 261 of the Plat Records of Williamson County; THENCE, continuing across the aforesaid 129.527 acre trail, with the perimeter lines of said Georgetown Village, Section Nine, Phase Two subdivision, the following two (2) courses 1) N34'1W56°E, a distance of 130.96 feet to a'%" iron rod with plastic cap marked "Capital Surveying Co., Inc." found for corner, 2) NW40'04"W, a distance of 42`14 feet to an Iron rod with cap marked 'G & R Surveying" found on the aforesaid southerly line of Georgetown Vdlwje. Sedaon Nine, Phase One, some being the southeast comer of Nafan)o Drive (50' rlght-of4sy) as dedicated by plat of said Georgetown Vile", Section Nine, Phase One subdivision, from which an Iron rod with cap marked 'G & R Surveying" found for the most northerly corner of said Georgetown VHfage Section Nine. Phase Two subdivision bears N55'4(Y04"W a distance of 19.91 feet; ,THENCE, leaving the northeasterty line of said Georgetown Village, Section Nine. Phase Two subdivision, and continuing across said 129.527 acre tract, with the perimeter Iines of the aforesaid Georgetown Village, Section Nine. Phase One subdivision, the following three courses (3) courses: 1) N34'19'561E, a distance of 50,00 feet to an iron rod with cap marked "G & R Surveying" found for comer: 2) S&T40104'E, a distance of 109.14 feet to a 'MAG" pall set in a fence post for the point of curvature of a curve to the left; 3) Northeesterly with said curare to the IeR having a central angle of 90'6643% a radius of 15.00 feet, a chord distance of 21.39 feet (chord bears N78'51'34"E), for an arc distance of 23.81 feet to an iron rod with cap marked "G & R Surveying" found for comer; Section 9 Phase 5 Fieldnote Description of a 3.5397 acre tract of )and, in the Joseph Fish Survey, Abstract No. 232, Williamson County, Texas, being a portion of that 32.045 acre tract conveyed to Gehan Homes, Ltd. by deed recorded as Docurncni No. 2012028493 of the Official Public Records of Williamson County, Tcxas; said 3.5387 acretract. bring all of proposed Georgetown Village, Section Nine, Phase Five subdivision, is more particularly described by metes and bounds as follows, BEGINNING at a'/z"iron rod, with a plastic asp markedf apital Surveying Company, Inc.", found on the southwest line of the said 32.045 acre tract, for the northwest comer of Lot 12, Block S', Georgetown Village, Section Nine, Phase Four, a subdivision recorded in Document No. 2013011461 of the said.0fficial Public Record; and being n point on the east line of Georgetown Village, Section Eight, a subdivision recorded in Cabimt'CC% Slides 15 through 17 of the Plat Records of Williamson County, Texas; THENCE, leaving the northwest lino of Georgetown Village, Section Nine, Place: Four subdivision, with the common line between the 32.045 acre tract and Georgetown Village, Section Eight subdivision, for the following four (4) courses; 1) N18°5765"W, 56,96 feet to a %' iron rod, with a plastic cap marked "Capital Surveying Company, Inc", found for comer, 2) N26.1 P51"W, 72.12 feet to a''/:" iron rod, with plastic cap marked "Capital Surveying Company, Inc.", found for comer, 3) N32'48'44"W, 105.69 feet to a %" 'iron rod, with a plastic cap marked "Capital Surveying Company, Inc", found for comer, GEORGETOWN VILLAGE PID NO. 1 97 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 4) N44°3778"W, 230.16 feet to a'/i' iron rod, with a plastic cap marked "Capital Surveying Company, Inc.", found for comer, THENCE, leaving the northeast line of said Georgetown Village, Section Eight, across the said 32.045 acre tract, for the following five (5) courses: 1) N45"22'32"E, 132.35 feet to a''/2" iron rod, with a plastic cap marked "Capital Surveying Company, Inc.", found for comer, 2) N55°58'00"E, 50.00 feet to a ''/s' iron rod set for the point of curvature of a non -tangent curve to the left; 3) Southeasterly with the said non -tangent curve to the left having a central angle of 02*52'25", a radius of 675.00 feet, along chord of 33.85 foot (chord bears S35"28'13"E), for an arc distance of 33.85 feet to a''/2" iron rod, with a plastic cap marked "Capital Surveying Company, Inc.", found for the point of compound curvature of a curve to the left; 4) With the said curve to the left having a central angle of 92"54'57", a radius of 15.00 feet, a long chord of 21.75 feet (chord bears S83`21'54"E), for an arc distance of 24.33 feet to a %s" iron rod, with a plastic cap marked "Capital Surveying Company, Inc.", found for the point of tangency; 5) N50°10'37"E, at a distance of 110.89 feet pass a''/2" iron rod, without cap, found for the southwest comer of Lot 19, Block "G", of the aforesaid Georgetown Village, Section Nine, Phase Four subdivision, for a total distance of 124.96 feet to a 1/2" iron rod, marked "CS Ltd,", found for the most westerly corner ofNamboca Way (50.00' right-of-way) as dedicated by plat of said Georgetown Village, Section Nine, Phase Four subdivision; THENCE, continuing across the said 32.045 acre tract, with the westerly and northwest lines of Georgetown Village, Section Nine, Phase Four subdivision, for the following five (5) courses: 1) S39°49'23"E, 480.72feet to a%" iron rod, with a cap marked "RJ Surveying", found for comer, 2) S50° 10'37"W, 26,99 feet to a 1" iron rod found in concrete for comer; 3) S65°29'20"W, 154.47 feet to a'/2" iron rod, with a cap marked "RJ Surveying", found for the point of curvature of a non -tangent curve to the right; 4) Southeast with the said non -tangent curve to the right having a central angle of 04°22'58", a radius of 675.00 feet, a long chord of 51.62 feet (chord bears S 16°30'26"E), for an arc distance of 51.63 feet to a'/2" iron rod set for the point of non -tangency; 5) S75°41'03"W, at a distance of 50.00 feet pass a %2" iron rod, with a cap marked "RJ Surveying", found, for the westerly comer of Bluehaw Drive, dedicated in the aforesaid Georgetown Village, Section Nine, Phase Four subdivision, and continuing for a total distance 170.10 feet to the POINT OF BEGINNING, CONTAINING within these metes and bounds 3.5387 acres of land area. Section 9 Phase 6 Fieldnote Description of a 4.0265 acre tract of land, mi the Joseph Fish Survey, Abstract No. 232 and the William Roberts Survey, Abstract No. 524, Williamson County, Texas, being a portion of that 32.045 acre tract conveyed to Gehan Homes, Ltd. by deed recorded as Document No. 2012028493 of the Official Public Records of Williamson County, Texas; said 4.0265 acre tract, being all of proposed Georgetown Village, Section Nine, Phase Six subdivision, is more particularly described by metes and bounds as follows: BEGINNING at a '/2" iron rod, found, in concrete, on a northeast line of the said 32.045 acre tract, for the northwest comer of Lot 21, Block'L', Georgetown Village, Section Nine, Phase Four, a subdivision recorded in Document No. 2013011467 of the said 01ficW Public Records and being the south comer of Lot-23, Block '12 Georgetown Village, Section Two, a subdivision recorded in Cabinet 'GG, Slides 260 aad 261 of the Plat Records of Williamson County, 'Texas; THENCE, leaving the southwest line of Georgetown Village, Section Nine, Phase Two subdivision, across the 32.045 acre tract, with the perimeter lines of -Georgetown Village, Section Nine, Phase Four subdivision, for the following ten (10) courses: 1) 941"54'13'.'W, 131.06 feet to S ✓2" iron rod, with a cap marked "R7 Surveying", found for comer; 2) S38°21'24"W;_50.10 feet to a %2" iron rod, with a cap marked "RJ Surveying", found for comer; 3) S41054'13"W, 145.74 feet to a''/2" iron rod, with plastic cap marked "Capital Surveying Company, Inc.", found for the most southerly comer of the herein described tract; 4) 144375735"W, 356.83 feet to a %" iron rod, with a cap marked "RJ Surveying", found for corner; 5) N39°49'23"W, 258.54 feet to a'/." iron rod, with a cap marked "RJ Surveying", found for the most westerly comer of the herein described tract; 6) N78°40'12"E, 166.16 feet to a '/2" iron rod, with a cup marked "RI Surveying", found for the point of curvature of a non -tangent curve to the right; GEORGETOWN VILLAGE PID NO. 1 98 2021 AMENDED AND RESTATED 0&M SERVICE AND ASSESSMENT PLAN 7) Northwesterly, with the said non -tangent curve to the right having a central angle of 09°5449", a radius of 620.00 feel, a long chord of 107.14 feet (chord bears N19"53'W W), for an arc distance of 107.27 feet to a %' iron rod, with a cap marked "RJ Surveying", found for the point of non -tangency; 8) N75°03'31"E, 50.00 feet to a %" iron rod, with a cap marked "RJ Surveying", found for the point of curvature of a non -tangent curve to the right; 9) Northwesterly, with the said non -tangent curve to the right having a central angle of 01°54'37", a radius of 570.00 feet, a long chord of 19.00 feet (chord bears N13059'11"Vi), for an arc distance of 19.00 feet to a %2" iron rod, with a cap marked "RJ Surveying", found for the point of non -tangency; 10) N76°58'07"E, 1) 9.30 feet to a %:" iron rod, with a plastic cap marked "Capital Surveying Company, Inc." found on the easterly line of the aforesaid 32.045 acre tract, being on the westerly line of Lot 30, Block "L", Georgetown Village, Section Nine, Phase One, a subdivision recorded in Cabinet "EE", Slides 296 through 299 of the said Plat Records and the most northerly comer of the herein described tract; THENCE, leaving said Georgetown Village, Section Nine, Phase Four subdivision, with the common line between the said 32,045 acre tract and Georgetown Village, Section Nine, Phase One subdivision, for the following five (5) courses; 1) S09°37'04"E, 21.54 feet to a Ys" iron rod, with plastic cap marked "Capital Surveying Company, Inc.", found for comer; 2) S20°30'11"E, 84.72 feet to a''/2" iron rod, with a plastic cap marked "Capital Surveying Company, Inc" found for comer; 3) S31°02'10"E, 84.68 feet to a''/." iron rod, with plastic cap marked "G&R Surveying", found for comer; 4) S42°34'49"E, 84.59 feet to a'4" iron rod, without cap, found for comer; 5) S50°30'16"E, 80.43 feet to a %2" iron rod, without cap, found for comer; THENCE, S5I050'44"E, continuing with the northeast line of the said 32.045 acre tract, at a distance of 124.28 feet pass a'%" iron rod, with plastic cap marked "G&R Surveying", found for the southwest comer of aforesaid Georgetown Village, Section Nine, Phase One subdivision, being the most westerly comer of said Georgetown Village, Section Nine, Phase Two subdivision, for a total distance of 186.42 feet to the POINT OF BEGINNING, CONTAINING within these metes and bounds 4.0265 acres of land area. Section 9 Phase 7 FIEIDNDIB DMXRWr ON OF A IL1739 ACRE TRACT OF LAND, 1N TIM JOSEPH I= SURVEY, AWMACC NO. 23Z WaUAifMN COUNTY. TEXAS, 8=40 A PORITON OF THAT 32.045 ACRE TRACT CONV6Y13i7 TO 0HBAH HOMM LTD. BY D131D RECORDED AS DOCULIEhT NO. 20MM93 CBS THE OFIIQAL PUBLIC RRCORDS OF WHI]ANOW COUNTY. 1=43; SAID 8.1759 ACRE TRACT BEM AEL CEP MWOMD 09ORWrOWN VDLAG% SBLTlOi NBA PHAW SEVIM M MORE PARTICULARLY DBKRMW BY METES AND BOUNDS AS FOLLOWS: BBaINND O AT A CONCRETE MONUMIM POUND FOR TH&NotTHwor aORliiiiit OF SAID 32 M3 ACRE TRACT, Bi m TDM KurewEsr CXURNER OF Lor 7A HLom A-. awRC mmm VILLmn4 m otl Nn!K PHASE 47R4i3, A SUBDIVISION RECORDED IN CA81HQt IM, SIDES 2% THRODUH 2" OF TIM FIAT RECORDS OF W1121AMOM COUNTY, TEXAS AND A POINT ON THU EASTERLY i)NE OF Wr 40, BI )= W. ON SAM 08DROET'OWNVEIA 11,SBCTIONNDAPHAi046 THENCE, ALONG THE NOWrWALY LINE OF TILE SAID 32AW ACRE TFACr. BMG TIM SOUTHERLY L2148 OF SAID GEORGETOWN VDLAUK 9BCITON N110, PHASE ONE SUHDWOON, PM THB POILO WIM FIVE(S)COURSES: 1) 873°41W % 214JO MT TO A W TIM ROD, WITH PLASTIC CAP MARKED "CAPITAL WKVEYM COMPANY. BI , POUND FOR 72M POINT OF CURVATURE OF NON-TANf W CURVE TO THE RMr, 2) NORTHEASTERLY, wrM THB SAmmom-TANCBBTI' CURVE TO TH8 RKET, HAVING A CENTRAL AMU OF 01'M7", A RADIUS OF 673.00 PHU, A LOIO CHORD OF 11.94 FEET (OMD BEARS N164rM% POR AN ARC DISrAIEC B OF IIA4 FEET TO A Sr MCN ROD, W11H ILASITC CAP MARKED -CAMAL SURVEYi1 O C7OMPANY, INC.- POUND: 3) SW41=% MW FEET TO A W MON ROD, WLTH PEABnC CAP MARKED "CAPITAL SEMVEYDIO COMPANY, INC.-, POUBID POR CORNIft 4) 81411TSrW, 9.21 Fir TO A 3Y 1I1M ROD. WITH PIAtl17C CAT MARKED "CAPITAL SURVEVIM COMPANY, =.I, POUND FOR OORLEI; 5) SW39'21M 176.60 FEET TO A ODNCRM13 MONLNENr FOUND ON THE CURVING. WBrrftLY IDM OF OEOROETOWN VHIAGK 99CDTON NRM PHASE 3, A SUBMISM RECORDED IN CABMU W, ELME3 36 AM 37 OF THE SAID PLAT RECORDS, FOR THE NOATTMASr CORNER CIF TIM TRACT DMC RItIID I IMM TRENDS, 9W17TIBASTOLLY, OONTMULNCI ALANC3 TIM NORTHERLY LDCH OF SAID 32W ACRE TRACT, Wirth THE WbS UL,Y LINE OF &AID aBOROHMWN V r a,M 9BCT70N NDM PHASE 3 SURDIVISKIK WrTH A. CURVE TO TEB LEFT BAVINAi'3 A CENTRAL ANME OF 43"04'20", A RADM OF 405.00 FLEET, A L@IO CHORD OF 297-U FEW (CHCBID BEARS SMI-31-M POR AN ARC DMTANCH OP 3MAf FWT TO A I-V4 MOC ROD POUND IN C ONICRNTB FOR THE 14OOTHEASr COitk= OF TASC:ATB 8TnZT (SW RAW.14 AS DIIDIOATBD IN GBDRWMWN VU AGE6 9BC11M NBC$ PHASE POUR, A BUBDEVMM RBCORM III DOCUMINT NO. 2013011467 OF THE &AID OI'PDCIAL PUBLIC RBOORDB, FOR THE MOW BABISLY, SOEITHEABr CORNER OF 1HB TRACT 089CRIDK) »; GEORGETOWN VILLAGE PID NO. 1 99 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN THENCE, NCE, LiIAVBNG THE NORTHERLY LIMP AND C7ROSSINO THROUGH &AID 32A15 ACRE TRACT, ALONG THE NORTHERLY MM OF &AID GEORGETOWN VE LA(K SBC 7ON NENA PHASE FOUL SUBDIVISICK POR THE POLOWING THREE (3) t70Ul M 1) L WIC19-W,19033 FEET 70 A SS" LRO N ROD, WrCH PLASM CAP NAP® "CAX AL SWtVEYING 00MPANY, INC.", POUND; 2) 82P52IrA 1426 PEEP TO ASS' IRON ROE), WITH PLASM CAP MARLED -CAPITAL SURVEYING OOMPANY, Dr--, SEi; 3) 239'4M-4 67A7 FERI' TO A SS IRON ROD, WrIH PLASTIC CAP MARLED 'CAPITAL SURVEYLNG OOMPANY, INC.', POUND ON THE NORTHERLY LOW OF C;IBOROIEIOWN VILLAGE SBC170N NINE, PHASE M% A SUBDIVISION RECORDED IN DOCUMI N17 No. 201310796 OF THE SAID OFFICIAL PUBLIC MKXM l!; THENCE, LEAVING THE NORTHERLY LINE OF SAID GBOR[E TOWN VHLAGK SBCMN NENAA PHASE FOUR &UBDIVISIOK CONIVANNO, ACROSS THE SAID 3LM ACRE TRACC, AWNG THE NORTHERLY LING OF SAID GEORGETOW VHS.AGE &BGTION 9, PHASE FIVE A SUBDIVISION, POR THE FOLOWINO MVE (5) COURSES: 1) 85n"7-W,110.89 FEET TO A SS" IRON AM WITH PLASTIC CAP MAR® "CARPAL SURVEYING COMPANY, INC.%SET FOR THE POINT' OF CURVATURE OF A CURVE TO THE RICE IP, 2) NORTHWIMTERLY, WITH THE SAID CURVE TO THE RIGHT' HAVING A CLRMAL ANGLE OF M45T, A RADIUS OF ISM FEET, A LONG CHORD OF 21.73 FEET (CHORD BEARS N8362l'S n POR AN ABC DISTANCE OF 24M FEET To A)S" IRON ROD, WITH MAIM CAP MARKED -CAPITAL SURVEYING COMPANY, INC % SEr FORT THE POINT OF COMPOWID CURVATURE OP A CURVE TO THE RNW. 3) NORTHWETIERLY, WITH THE SAIDCURVE TO THE RICIff HAVDID A CE NLBAL ANGLE OF 02'524S", A RADIUS OF 675.00 FEET, A LOW CHORD OF SAS PIPIT (CHORD BEARS N3Y28'l3'W), FOR AN AMC DISTANCE OF 33AS PAST TO A W IRON ROE), WITH PLASTIC CAP MAR® MAPITAL SURMWI G COMPANY. DP---. SET FOR THE POINT OF TANGENCY; 4) S55'SIfflM, 5&00YEST TO A SS" IRON ROLL, WITH MASTIC CAP MARL®'CAPITAL SLRVEYINCi COMPANY, BiC ;SST PORCORNER; 5) SltiWM-W, M35 PEEP TO A SS" IRON ROD, WITH MAIM CAP MARLED -CAPITAL RURVEYDIG COMPANY, DNC.", SET ON THE EASTERLY IM OF GEORGETOWN VIiIAOE, SECTION EXERT, A SUBDIVISION RECORD® IN CABDIET Cr, SLIDE& 15 THROUGH 17 t1F THE SAID PLAT RECORDS, POR THE MOST SOUTHERLY O UR NER OF THE TRACTDESCRIN ID HEREIN; THENCE, N4C37WW, ALONG THE COMMON EASTERLY LINE OF SAID GEORGETOWN VELIA( 3, SECTION ZRWr A SUBDIVISION AND WESTERLY LINE OF THE LAID 32.015 ACRE TRACT, 61226 PEEr 70 A SS" MON Ron, WrrH PLASM CAP "MID "CAPITAL SURVEYING COMPANY, INC ". FOUND ON A CURVE TO THE LET, POR 7TE SOUTHWEST` COINER OF SAID LOT 4% BLOCK A AND THE NORTHWEST CORNER OF THE HEREN DESCIUMID7RAC7; THENCE NORTH Uffr RLY, ALONG THE EASTERLY LINE OF SAID LOT 40i BLOCK 'A' WITH ANON -TANGENT CLMVB 7o THE LEFT, RAVM A (IGLI>tAL AN(IE OF 01'102V" A RADIUS OF ISMA0 PIEST, A TANG CHORD OF 414.05 FEET (CHORD BEARS N40'57W% POR AN ARC DISTANCE OF 414A0 PHOT7'O THE POINT OF BlICH NNENG, CONTAD@RI WITHIN THESE MUM ANDBOUIIDS L1759 ACRES OF LANDARBA Section 9 Phase 8 Fieldnote Description, of a 16.6046 acre tract situated in the William Roberts Survey, Abstract No. 524. Williamson County, Texas, being a portion of that 39264 acre tract, described as 41.860 acres, Save and Except 2.596 acres, conveyed to BB & CB Investments, LLC by deed recorded in Document No. 2013119123 of the Official Public Records of Williamson County, Texas; the said 16.6046 acre tract, being more particularly described by metes and bounds as follows; BEGINNING at a concrete monument on the south line of that 14.600 acre tract as conveyed to Georgetown Independent School District by deed recorded in Document No. 2009066516 of the said Official Public Records, for the northwest of the said 39.264 acre tract, being the northeast corner of Bellaire Drive (60.00' right-of-way) as dedicated by plat of Georgetown Village, Section Nine, Phase One, a subdivision recorded in Cabinet EE, Slides 296 through 299 of the Williamson County Plat Records; THENCE, leaving the easterly line of said Bellaire Drive, along the common north line of the said 39264 acre tract and south line of the said 14.600 sere tract, for the following two (2) courses; 1) S7324'29"E, a distance of 217.26 feet to a h" iron rod found for the point of curvature of a curve to the left; 2) With the said curve to the left, having a central angle of 0322138", a radius of 470.00 feet, a chord distance of 27.70 feet (chord bears S7505'48"E), for an arc distance of 27.70 feet to a'h" iron rod, without cap, Pound for the point of tangency; THENCE, S7647'07"E, continuing with the north line of said 39.264 acre tract, at a distance of 265.29 feet passing a calculated point for the southeast comer of the aforesaid 14.600 acre tract, same being the southwest remainder comer of that 129.527 acre tract conveyed to Wilson Family Communities, Inc. by deed recorded in Document No. 2008045296 of the said Official Public Records, and continuing for a total distance of 458.61 feet to a W iron rod found for the point of curvature of a curve to the left; THENCE, continuing with the northerly line of said 39.264 acre tract, with the said curve to the left having a central angle of 2311946", a radius of 970,00 feet, a chord distance of 392.24 feet (chord bears S88127100"E), at an arc distance of 208.26 feet pass a calculated point for the southeast corner of said remainder of 129.527 acre tract, and continuing across the said 39.264 acre tract, fur a total arc distance of 394.96 feet to a concrete monument set for comer, THENCE, S02°08'47"E, continuing across said 39264 acre tract, a distance of 60.35 feet to a'h" iron rod set for the point of curvature of a non -tangent curve to the left on the east line of the said 39.264 acre tract; THENCE, with the common cast line of said 39.264acre tract and westerly remainder line of the said 129.527 acre tract, for the following sixteen (16) courses: GEORGETOWN VILLAGE PID NO. 1 100 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 1) With the said non -tangent curve to the left, having a central angle of 8503'34", a radius of 15.00 feet, a chord distance of 20.28 feet (chord bears S3749121 "W), for an arc distance of 22,27 feet to a %" iron rod set for the point of tangency; 2) SO4°4226"E, a distance of 69.87 foot to a''A" iron rod sot for the point of curvature of a curve to the left; 3) With the said curve to the left, having a central angle of 3912'03", a radius of 225.00 feet, a chord distance of 150.96 feel (chord bears S2418'28"E), for an arc distance of 153.94 feet to a Yr" iron rod act for the point of tangency; 4) S43°54129"E, a distance of 109.80 feet to a'h" iron rod set for the point of curvaturc of a curve to the right; 5) With the said curve to the right, having a central angle of 0702'53", a radius of 275.00 feet, a chord distance of 33.81 feet (chord bears 5402392"E), for an are distance of 33.83 feet to a h" iron rod act for the point of non -tangency; 6) N52°14'35"E, a distance of 120.79 feet to a 74" iron rod set for corner, 7) N59°27'O] "E, a distance of 47.% feet to a Yi ' iron rod set for comer, 8) S38°03'43"E, a distance of 37.73 feet to a'/3' iron rod act for comer, 9) S27°46'30"E, a distance of 50.95 feet to a'/," iron rod set for comer, 10) S21°54'34"E, a distance of 274.35 feet to a h" iron rod act corner; 11) S2592'00"W, a distance of 20.92 feet to a Yr" iron rod set for comer; 12) S21 °54 34"E, a distance of 41.98 feet to a 'h" iron rod set for comer, 13) N69°42'43"E, a distance of 109.06 feet to a %" iron rod set for corner 14) S21°08'41"E, a distance of 251.97 feet to a W' iron rod set for comer; 15) N68105'25"E, a distance of 19.21 feet to a %" iron rod set for comer; 16) S20°45'16' L, a distance of 45.27 feet to a %' iron rod set on the south line of the aforesaid 129.527 acre tract, being the north line of Siesta Country, a subdivision recorded in Cabinet 10, Slide 278 of the Plat Records of Williamson County Texas; THENCE, with the common south line of the said 39.264 acre tract and north line of Siesta Country subdivision, for the following two (2) courses: 1) S69°35'21 "W, a distance of 16.84 feet to a''N' iron rod found for comer, 2) S69°38146"W, a distance of 123.06 feet to a calculated point in a rock stack for comer; THENCE, 56840W"W, continuing with the south line of said 39.264 acre tract, at approximately 306.1 feet pass the northwest comer of said" Siesta Country subdivision. being the northwatt corner of Second Rcsubdivraion of Serft da Country Estate&. a Subdivision recorded in Cabinet 'C', Sticks 39 through 41 of the said Plat Records, at a distance of 459.93 feet pass a W' iron rod found, for u IvW dibtbmcc of 9)6.22 feet to a Ys' iron tod found, without cap, far the most southerly, southwest comer of the herein described tract; i THENCE, leaving the northerly line of the said Second Resubdivision of Serenada Country Estates subdivision, 'continuing With ibe southerly. line of the said 39.264 acre tract, for the following ten (10) courses: 1) N06°4322"E, a distance of 115.93 feet to a'1W iron rod found for comer, 2) S89°32' 17"W, a distance of 69.87 feet to a %" iron rod found for corner, 3) N85'59'17"W, a distance of 69.87 feet to a''/." iron rod found for comer, 4) N8103(Y51 "W, a distance of 69.87 feet to a''A" iron rod found for corner, 5) N77°02'25"W, a distance of 69.87 feet to a'Yz" iron rod set for comer, 6) N72°33159"W, a distance of 69.87 feet to a %" iron rod found for comer, 7) N68°05'33"W, a distance of 69.87 feet to a YT iron rod act for corner, 8) N63°37'07"W, a distance of 69.87 feet to a %" iron rod fougq for comer, 9) N5911 B'59"W, a distance of 69.87 feet to a l5" iron rod found foF comer, 10) N55°40105"W, a distance of 139.89 feet to a Y" iron rod found; with cap marked "G & R Surveying", for the point of curvature of a !tea~ GEORGETOWN VILLAGE PID NO. 1 101 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN non-langant curve to the left on the southeast right-ofway lint of Roscdulc Aouleviud (60.W rightof-woy) uti dcd"Icd by plat of Georgetown Village, Section Nice, Phase Four, a subdivision recorded in Docum ml No. 2013011467 of the WdO icial Public Records; THENCE with the common easterly line of said 39.264 acre tract, and westerly lime of Georgetown Village, Section Nine, Phase Four subdivision, for the following four (4) courses: 1) Along the southeast right-of-way line of Rowdok Boulevard, with the said non-tangcnl curve to the IeR having a central angle of 02`24 a9", a radius of 2500.00 feet, a chord distance of 105.31 feet (chord bears N36027'01 "Ej, for an ant disc ukoe of 105.32 feet to a '/V iron rod found, with cap marked "G & R Surveying, for the point of curvature of reverse curve to the right; 2) Continuing with die easterly right-of-way lint of Rosedale Boulevard, with the said curve to the right having a central angle of 89105' 19", a radius of 15.00 feet, a chord distance of 21.04 feet (chord bears N79°4716"E), for an are distance of 23.32 feet to a %" iron rod found, with cap marked "G & R Surveying", for the point of non -tangency, same being the southeast comer of Naranjo Drive (50.W right-of-way) as dedicated by plat in aforessid Georgetown Village, Section Nine, Phase Four subdivision; 3) N34° 19'55"E, with the easterly line of said Naranjo Drive, a distance of 50.00 feet to a fi" iron rod found, with cap marked "G & R Surveying", for the northeast corner of Naranjo Drive, same being the point of curvature of s non -tangent curve to the right; 4) Along the northeast right-of-way line of Naranjo Drive, with the said non -tangent curve to the right having a central angle of 18°43'17", a radius of 15.00 feet, a chord distance of 4.88 feet (chord bears N46°I8'26"W), for an are distance of 4.90 feet to a 4i" iron rod set for the point of reverse curvature of a curve to the IeR; THENCE, leaving the northeast right-of-way line of Naaajo Drive and crossing through the said 39.264 acre tract, for the following twenty (20) courses: 1) With the said curve to the left having a central angle of 02°43 23", a radius of 2510.00 feet, a chord distance of 119.28 feet (chord bears N32°2T55"E), for an are distance of 119.29 feet to a''A" iron rod set; 2) S55°40'04"E, with a line non -tangent to the previous course, a distance of 131.06 feet to a'h" iron rod act; 3) S60'"V3"E, a distance of 58.69 feet to a 'h" iron rod act; 4) S65°57V8"E, a distance of 58.67 feet to a y" iron rod set; 5) S71 °30'40"E, a distance of 58.67 feet to a W iron rod act; 6) S77W I I "E, a distance of 58.67 feet to a '/a" iron rod set; 7) S8213743"E, a distance of 58.67 feet to a'h" iron rod act; 8) S889145"E, a distance of 58.67 foci to a W iron rod set, 9) N86° 15' 14"E, a distance of 58.67 feet to a h" iron rod net; 10) N80°41'43"E, a distance of 58.67 feet to a h" iron rod set; 11) N75°08' 11'T3, a distance of 58.67 feet to a'R' iron rod set; 12) N69°39120"E, a distance of 61.38 feet to a'f2" iron rod set; 13) N68°05'26"E, a distance of 71.00 feet to a W' iron rod set; 14) S21 *W34"E, a distance of 105,00 feet to a'A" iron rod a&, 15) N68°05'26'"E, a distance of 50.00 feet to a h" iron rod set for the point of curvature of a non -tangent curve to the left; 16) With the said non -tangent curve to the left having a central angle of 90"00'00", a radius of 15.00 feet, it chord distance of 21.21 feel (chord hears S66°54'34"E), for an arc distance of 23.56 feet to a %2" iron rod set for the point of tangency; 17) N68'05'26"E, a distance of 105.00 feet to a Yet" iron rod set; 18) N21 "5434"W, a distance of 392.11 feet to a Ya" iron rod set; 19) N43154129"W, a distance of 171.73 feet to a %2" iron rod set; 20) N32"10105"W, a distance of 87.51 feet to a'/2" iron rod found for the southeast corner of a remahtder of said 129.527 acre tract, same being the southeast comer ofthe aforesaid 2,596 acre "Save and Except" tract; - THENCE, continuing acmes said 39.264 acre tract with the easterly and northerty line of the remainder lof raid 2,596 acre "Save and Except" tract, for the following ten (10) cotmL&! ) N1926'30"W, a distance of 87.68 feet to a Y2" iron rod found; GEORGETOWN VILLAGE PID NO. 1 102 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 2) N79'08'02"P, a distance of 123.90 feet to a %" iron rod ad for the point of Curvature of a non -tangent curve to the right; 3) With the "Pd non -tangent curve to the right having a mi al angle of 08°4349", a radius of 275.00 feet, a chord distance of 41.86 feet (dierd bears NW'04'21" W ), fur vv art distance of a 1,90 feet to a'h" irou rod set for the point of tangency; 4) N04"4226"W, a distance of 66.03 feet to a Va" iron rod set for the point ofcurvature of a curve to the left; 5) With the said curve to the left having a central angle of 90132,53", a radius of 15.00 foci, a chord distance of 21.31 foet (chord bears N49°58'53"W), for an are.distance of 23.71 feet to a'h"'iroh rod set for the point of reverse curvature of a curve to the right on the northerly line ofsaid remainder of 129.527 acre tract; 6) With the said curve to the right, having a central angle o1- 1 x°28'13", it radius of 103 0, 00 fvct, a chord distance of 330,60 feet (chord bears N80°0FI3"W), for an are distartrc.0332.04 feet to a V2" trun ik d ad for the point 15f ianNva y; 7) N76°47'07"W; a distance ;of 47.87 feet to a Y," iron rod set for the point of curvature of a non -tangent c+wc to the let- i 8) With the said curve to the left having a central angle of 61°11'19", a radius of 10.00 feet, a chord distance of 10.18 feet (chord bears S7213T WV" for an arc distance of 10.68 feet to a 'h" iron rod set for the point of reverse curvature of a curve to the right; 9) With the said curve to the right, having a central angle of 334Y03", a radius of 73.00 feet, a chord distance of 41.73 feet (chord boars S58°38'Q6"1V), for an arc distance of 42.32 feet to a %2" uon rod set for the point of reverse curvature of a curve to the left; 10) With the said curve to the led, having a central angle of 60021119", a radius of 10.00 feet, a chord distance of 10.05 feet (chord bears 845"03V'W), for an arc distance of 10.53 feet to a'h" iron rod set for the point of tangency, being the northwest corner of the said 2.596 'acre "Save and Except" tract; THENCE, N761322"W, across the said 39.264 acre tract, a distance of 60.01 feet to a %2" iron rod found on the curving northerly line of Lot 6, Block "M", Georgetown Villago, Section Nine, Phase One subdivision; THENCE, with the common westerly line of said 39.264 acre tract and the northerly line of Georgetown Village, Section Nine, Phase One subdivision for the following six (6) courses: 1) With a curve to the left, non -tangent to the previous course, having a ontral angle of 62'02`33", a radius of 10.00 feet, a chord distance of 10.31 feet (chord bears N16'06'20"V4 for an are distance of 10A3 feet to a %2" iron rod found for the point of reverse curvature of a curve to the right; 2) With the said curve to the right, having a central angle of 319149", a radius of 73.00 feet, a chord distance of 39.67 feet (chord bears N31'21'42"W), for an we distance of 40.17 feet to a h" iron rod found for the point of reverse curvature of a curve to the left; 3) With the said curve to the left having a central angle of 6111119", a radius of 10.00 feet, a chord distance of 10.18 feet (chord bears N4611 1'27"W), for an are distance of 10.68 feet to a h" iron rod found for the point of tangcacy; 4) N76°47107"W, a distance of 265.29 feet to a h" iron rod set for the point of curvature of a curve to the right; 5) With the said curve to the right, having a central angle of 03°22'38", a radius of 530.00 feet, a chord distance of 31.24 foci (chord bears N75°05'48" N), for an arc distance of 31.24 feet to a W' iron rod found for the point of tangency; 6) N73°24129"W, a distance of 217.26 feet to a %- iron rod found for the southeast comer of said Bellaire Drive; THENCE, N16°3532"E, with the easterly line of said Bellaire Drive, for a distance of 60.00 feet to the POINT OF BEGINNING, CONTAINING within these metes and bounds 16.6046 acres of land area Section 9 Phases 9 BEING A 12.4163 ACRE 640,854 SQUARE FEET) TRACT SITUATED IN THE WILLIAM ROBERTS SURVEY. ABSTRACT NUMBER 524 WLLIAMSDN COUNTY. TEXAS, AND BEING A PORTION THE REMAINDER OF A CALLED 129.52T ACRE TRACT DESCRIBED IN WARRANTY DEED TO WILSON FAMILY COMMUNITIES, INC. RECORDED IN DOCUMENT NUMBER 2009045286 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS (O.P.R.W.C.T.) AND A PORTING OF A CALLED 39.264 ACRE TRACT DESCRIBED IN SPECIAL WARRANTY DEED TO BB & CB INVESTMENTS, LLC. RECORDED IN DOCUMENT NUMBER 2013119123 OF THE O.P.R.W.C.T„ AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWSs BEGINNING of a not 1/2-Inch Iron rod with plastic Cap stomped 'HALFF ASSOC. INC. ' for an angle point in the east line of sold 39.264 acre tract the southeast corner of the north remainder of sold 129.527 acre tract and In the existing north right-of-way line of Beldre Drive as GEORGETOWN VILLAGE PID NO. 1 103 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN Shown in Georgetown Visage Planned Unit ffeveftment Section Nine, Phase Eight. o plot of record recorded 1n Document Number 2014076318 of the O._P.R.w,C.T.o THENCE North 04'42'26'West 528.05 feet with the west line of sold 39.264 acre tract and the east line of the north remainder of sold 129.527 acre tract to a 1/2-inch iron rod found for the northwest corner of sold 39.264 acre tract, the northeast corner of the north remainder of sold 129.527 acre tract and the south line of the remainder of a called 32.383 acre tract described In deed to Wilson Family Communities, Inc. recorded Document Number 2009039509 of the O.P.R.W.C.T. THENCE North 86'35.04'East 560.03 feet with the north line of sold 39.264 acre tract and the south line of the remainder of sold 32.303 acre tract to a 1/2-Inch Iron rod found; THENCE North 68'1T'42'Eost 211.65 feet with the north line of sold 39.264 acre tract and the south line of the remainder of sold 32.383 acre tract to an Iron rod found with plastic cap stomped 'CAPITAL SURVEYING' for the northeast corner of sold 39.264 acre tract. the southeast corner of the remainder of sold 32.383 acre tract and the west line of Logan Ranch Section I, a subdivision of record recorded In Cabinet E. Slide 7 of the Plot Records of Williamson County, Texas IP.R.W.C.T.h THENCE South 21057'22'East 314.64 feet with the east line of sold 39.264 acre tract and the west tine of sold Logan Ranch to a 1/2-inch Iron rod found, 7--.- THENCE North 68'1T'42'Eost 211.65 feet with the north line of sold 39.264 acre tract and the south line of the remainder of sold 32.383 acre tract to on Iron rod found with plastic cap stomped 'CAPITAL SURVEYING' for the northeast corner of sold 39.264 acre tract, the southeast corner of the remainder of sold 32.383 acre tract and the west line of Logan Ranch Section I, o subdivision of record recorded In Cabinet E, Slide 7 of the Plot Records of Williamson County, Texas 1P.R.W.C.T.4 THENCE South 21`57.220Eost 314.64 feet with the east line of sold 39.264 acre trod and the west line of sold Logan Ranch to a 1/2-inch Iron rod foundr THENCE South 20'36'50'East 326.36 feet with the east line of sold 39.264 acre tract and the west 11ne of sold Logan Ranch to on iron rod found with plastic cap stomped 'CAPITAL SURVEYING' for the south west corner of sold 39.264 acre tract and the northeast corner of the south remainder of said 129.527 acre tract$ THENCE South 69`OT'16' west 315.27 feet with the south line of sold 39.264 oc and the north line of the south remainder of sold 129.52T acre tract to a set 1/2-Inch Iron rod with plastic cap stomped 'HALFF ASSOC. 1NC: 1 THENCE South 69'45'12'West 321.01 feet with the south Ilne of sold 39.264 oc and the north line of the south remainder of sold 129.527 acre tract to an iron rod found with plastic cap stamped •CAPITAL SURVEYING'; THENCE North 1T'24'520west 50.00 feet with the South line of said 39.264 acre tract and the north line of the south remainder of sold 129.527 acre tract to a set 1/2-Inch Iron rod with plastic cop stamped 'HALFF ASSOC. INC.'s GEORGETOWN VILLAGE PID NO. 1 104 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN THENCE North 1T-24'52'west 50.00 feet with the south line of sold 39.264 acre tract and the north line of the south remainder of sold 129.52? acre tract to a set 1/2-Inch Iron rod with plastic cop stomped 'HALFF ASSOC. W. s THENCE North 16005'01"west 120.00 feet with the south line of sold 39.264 acre tract and the north line of the south remainder of sold 129.52? acre tract to a set 1/2-Inch Iron rod with plastic cap stamped 'HALFF ASSOC. INC.01 THENCE 115.69 feet oloN a curve to the rfght having a radius of 1030.00 feet. a delta an le of 06'26'OT'ond a chord that bear& South T7'08'04'West 115.63 feet with the south line of sold 39.264 acre tract and the north line of the south remainder of sold 129.527 acre tract to an Iron rod found with plastic cap stamped 'GAR•for the northwest corner of the south remainder of sold 129.527 acre tract and the existing south right-of-way line of Bellaire Drives THENCE North 02'09' 08' west 60.55 feet through sold 39.264 ocre tract and the existing right-of-woy of Bellaire Drive to a set 1/2-inch Iron rod with plastic cop stomped 'HALFF ASSOC. INC.' for the north right-of-way of Bellaire Drlvet THENCE 186.83 feet along a curve to the right having a radius of 970.00 feet o delta angqle of 11'02'08' and a chord that bears South 135"24'12°west i96.54 feet through said 39.264 acre tract and with the existing north right-of-woyy line of Bellaire Drive to the POINT OF BEGINNING -and. contoinlno 12.4163 acres (540.854 square feet). Section 9 Phase 10 BEING A 10.2T48 ACRE 1447,570 SQUARE FEET) TRACT SITUATED IN THE WILLIAM ROBERTS SURVEY. ABSTRACT NUMBER 524, WILLIAMSON COUNTY. TEXAS. AND BEING A PORTION OF A CALLED 39.264 ACRE TRACT DESCRIBED IN SPECIAL WARRANTY DEED TO BB 6 CS INVESTMENTS. LLC. RECORDED IN DOCUMENT NUMBER 2013119123 OF THE O.P.R-11f.C.T.. AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWSo BEGINNING at a found 1/2-Inch Iron rod with plastic eap stamped 01305 for the northwest corner of the south remainder of sold 39.264 acre tract also being in the existing south right-of-way line of Bellaire Drive as shown in Georgetown Village Planned Unit Development Section Nine. Phase Eight, a plot of record recorded in Document Number 20140TS318 of the O.P.R.w.C.T,s THENCE South 76'14'26'East 60.01 feet with the north line of the south remainder of said 39.264 acre tract and the existing south right-of-way line of said Bellaire Drive to a found 1/2-inch iron rod with plastic cap stomped 'G&R` for the west line of a Save and Except tract being coiled 2.596 acre tract described in deed to Wilson Family Communities. Inc. recorded 1n Document Number 2008045286 of the O.P.R.W.C.T.i THENCE 285.46 feet along a curve to the right hoving a radius of 2500.00 feet, a delta angle of 06'32'32'and a chord that bears South 18`09'01'west 285.30 fast with an interior One of sold 39.264 acre tract and the west line of sold 2.596 acre tract to a set 1/2-Inch Iron rod with plastic cop stomped `HALFF ASSOC.INC.'s THENCE North 83'54.32'Eost through said 2.596 acre tract passing at a distance of 11.27 feet a set 1/2-inch iron rod with plastic cap stamped 'HALFF ASSOC, INC: for angle point in the south line of sold 2.546 acre tract and on interior angle of sold 39.264 acre tract. continuing - GEORGETOWN VILLAGE PID NO. 1 105 2021 AMENDED AND RESTATED 0&M SERVICE AND ASSESSMENT PLAN with an interior line of sold 39.264 acre tract and the south line, of sold 2.596 acre tract a totoldistance of 315.43 feet to a set 1/2-indh iron rod with 010attc cap stomped 'HALFF ASSOC. MC:: THENCE North 66'26'10'Eost 140.35 feet with an interior line of sold 39.264 acre tract and the south Tine of sold 2.596 acre -tract to "a 1/2-Inch iron rod found for an angle point in the east line of the remainder of sold 39.264 acre tract, the southeast corner of sold 2.596 acre tract and the west line of Block 'R' of sold Georgetown Village Planned Unit 0evelopment Section Nine. Phase EiQntt THENCE South 32'14.21'East 87.46 feet with'the east line of the south remainder of sold 39,264 acre tract and the: west llne of sold Block 'R' to a found 1/2-Inch iron rods THENCE South 43'49'34'Eost 171.59 feet with the east line of the south remainder Of sold 39.264 acre tract and the west line of sold Block 'R' to a set 1/2-Inch Iron rod wlth plastic cap stomped 'HALFF ASSOC. INC.1 THENCE South 22614' 44' East 10.11 feet with title east line of the south remainder of sold 39.264 acre tract and the 'crest • line of sold Block 'R' to a found 1/2-inch Iron rod with plastic cap stamped 'G&R's THENCE South 21 ' 56' 35' East 382.35 feet with the east Ilne of the south remainder of said 39.264 acre tract and the west line of sold Block 'R' to a found 1/2-inch Iron rod with plastic cop stomped 'GaR' in the existing north right-of-way line of Naranjo Drive as shown In Georgetown Village Planned Unit Development Section Nine. Phase Eight. o plat of record recorded In Document Humber 201407631E of the O.P.R.W.C.T, for the southeast corner of the south remainder of sold 39.264 acre tract; THENCE South 68'1 3' 27' west 105.00 feet with the south line of the south remainder of sold 39.264 acre tract and the exlsting north right-of-way line of said Naranjo Drive to a found 1/2-lnch iron rod with plastic cop stomped 'G&R' In the existing east right-of-way line of Beretta Circle as shown in Bald Georgetown Village Planned Unit Development Section Nlne. Phose Eight; THENCE 23.51 feet along a curve to the right having a radius of 15.00 feat, o delta angle of 89'47'22'and a chord that bears North 67'17'27'West 21.17 feet with the south line of the south remainder of sold 39.264 acre tract and the existing east right-of-woy line of sold Beretta Circle to a set 1/2-inch iron rod with plastic cop stamped 'HALFF ASSOC.INC.'I THENCE South 68'13' 31' West 50.00 feet with the south line of the south remainder of said 39.264 acre tract and the existing north right-of-way line of acid Beretta Circle to a found 1/2-Inch iron rod for the east line of sold Georgetown village Planned Unit I?evelopment Section Nine. Phase Eight, Block 'O's THENCE North 21'56' 35' West 104.99 feet wlth an easterly line of the south remainder of sold 39.264 acre tract and the east line of sold Block '0' to a found 1/2-inch Iron rods THENCE South 68014'45' West 71.17 feet with the south line of the south remainder of sold 39.264 acre tract and the north line of sold Block 'O' to a set 1/2-Inch iron rod with piastic cap stomped 'HALFF ASSOC. INCA THENCE South 69'40, 04' West 61.48 test with the south line of the south remainder of sold 39.264 acre tract and the north line of sold Block 00' to a found 1/2-inch Iron rods THENCE South 75'1 O' 21' ►rest 58.76 feet with the south line of the GEORGETOWN VILLAGE PID NO. 1 106 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN south remainder Of sold 39.264 acre tract and the north line Of sold Block 00' to a set 1/2-inch Iron rod with plastic cap stamped 'HALFF ASSOC. INC.'s THENCE South 80'35' 52' west 58.2? feet with the south line of the south remainder of sold 39.264 acre tract and the north One of sald Block '0' to a found 1/2-inch Iron rods THENCE South 86'26' 58' west SL28 feet with the south line of the south remainder of said 39.264 acre tract and the north line of sold Block 'O' to a found 1/2-InCh iron rods THENCE North 88'21.20' west 58.86 feet with the south One of the south remainder of sold 39.264 acre tract and the north line of sold Block 'O' to a found nails THENCE North 82'29140' west 58.93 feet with the south line of the south remainder of sold 39.264 acre tract and the north line of sold Block '0" to a found 1/2-ineh iron rods THENCE North 7 T' O1' 25` west 58.80 feet with the south lint of the south remainder of sold 39.264 acre tract and the north line of sold Block 'O' to a found 1/2-inch Iron rods THENCE North 71'35' 44' west 58.56 feet with the south line of the south remainder of sold 39.264 acre tract and the north One of sold Block 'O' to a found 1/2-inch Iron rods THENCE North 65'54' 20' west 58.70 feet with the south line of the south remainder of sold 39.264 acre tract and the north line of sold Black 'O' to a found 1/2-inch iron rods THENCE North 60'4 3' 29" west 58.73 feet with the south tine of the south remainder of said 39.264 acre tract and the north One of sold Black 'O' to a found 1/2-inch Iron rods THENCE North 55'3T`45• west 131.06 feet with the south line of the south remainder of sold 39.264 acre tract and the north line of sold Black 'O' to a found 1/2-Inch iron rod for the northwest corner of sold Block '0's THENCE 119.51 feet along a curve to the rlght having a radius of 2510.00 feet, o delta angle of 02'43'41'on(i a chord that bears South 32' 15' 01' west 119.50 feet with the south line of the south remainder of sold 39.264 acre tract and the west One of sold Block 00' to a found 1/2-inch Iron rod to the southwest corner of sold Block '0' on the existing north right-of-way One of sold Naranjo Orives THENCE 19.92 feet along a curve to the right having a radius of 15.00 feet, a delta angle of 76'05'24'and a chord that bears North 00"54'39"East 19.92 feet with the south line of the south remainder of sold 39.264 acre tract and the existing north right-of-way line of sold Naronffo 0r1v• to a set 1/2-Inch iron rod with plastic cap stamped 'HALFF ASSOC. INC.) THENCE North 56'37'2T'west 60.00 feet with the south One of the Mouth remainder of sold 39.264 acre tract and the exiatlnq north right-of-way line of solo Naranjo Orive to a found 1/2-Inch Iron rod with plastic cap stamped 'C&R' In the east fine of Georgetown W iq e Section Nine, PhoaOW,e One. Block ', a plat of record recorded In Cabinet EE, Sildes 296-299 of the O.P.R.W.C.T. and the southwest corner of sold south remainder of sold 39.264 acre tract $ THENCE 786.52 feet along a curve to the left having a radius of 2440.00 feet. ❑ delta angle of 18'28'09'ond a chord that bears North 24'08'29'East 783.12 feet with the west line of the south remainder of sold 39.264 acre troc4 , and the east line of sold Block 'M' to the POINT OF BEGINNING and dontaIning 10.2T48 acres (447.570 square feet). GEORGETOWN VILLAGE PID NO. 1 107 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN 9 E E W E EEaBEEEEEE�EE HHHH,U, N N DIY N. N.,A y:1 �4 !I ti WANT �q%Rh$i:1 X K. A QK W �i N N • l7 3 O W Q z O l7 z a a z w N W N N a z a W CJ C' tA a z a C 0 z LU O N A IF8 iq 0 8 �YY$$ 7 a a�� I HIP fI .� 4 jag g$ �. asaa'�a��e is �8I"R 0 z 0 a LLI 0 ED cc 0 ID a H z LA Ln W H LA 0 z a W LU 0 0 G�46J Q a � 4 � a $c O a � a c HJ. Paz o tkD m m is rpi�pp A N ry N 4.1 'C7 dW IA I Cb y � U y ai 4 Lyy-J V 0. (pi C] a 10 o0. O �} Cb E rl 0 Z 0 a LU 0 LLI o: 0 w z J a F z cW G W a 0 a w u LA 2 oD 0 a W a W 0 z a w 0 z w a ti 0 N O z 2 a LLJ z 0 W Q cc O LU 9D r4 N M z 5 z LA w in 0 z a V LU LA 2 ca O w a N w z c z a c w c cw C Q ti N O N Georgetown Village, Phase 9 FIELDNOTE DESCRIPTION, of a 2.568 acre tract of land out of the William Roberts Survey, Abstract No. 524, Williamson County, Texas, being a portion of the remainder' of that 129.527 acre tract conveyed to Wilson Family Communities, Inc, by deed recorded in.Document No. 2008045286 of the Official Public Records of Williamson County, Texas; the said 2.568 acre tract is more particularly described by metes and bounds as follows, - BEGINNING at a W iron rod, without cap, found for an easterly remainder corner of the said 129.527 acre tract, being the northeast corner of Lot 28, Block "R", and a point on the westerly right-of-way line of Naranjo Drive (60.00' R.O.W.) as both 4dicated in Georgetown Village, Section Nine, Phase Eight, a subdivision recorded in Document No. 2014078318 of the Official Public Records of Williamson County, Texas; THENCE, leaving the westerly right-of-w Y' line- of Naranjo Drive, across the said 129.527 acre tract, along the northerly line of sai� Ooorgetown Village, Section Nine, Phase Eight subdivision, for the following two (2) courses: 1) S79001103"W, a distance of 124.21 feet to a cotton gin spindle found for the northwest corm of aforesaid Tot Al 2) S19°15'41"E, a distance of 87.65 feet to a %" iron rod, without cap, found for the southwest corner of aforesaid Lot 28, being a southeast remainder corner of the said 129.527 acre.traoi,-same being the most northerly corner of Lot 7, Block "R', Georgetown ' Villsge, Section Nine, Phase Ten, a subdivision recorded in Document No. 2016019432 of the said Official Public Records; THENCE, leaving the westerly line of said Georgetown Village, Section Nine, Phase Eight subdivision;. with the common southerly remainder line of the said 129.527 acre tract and northerly lino of said Vock "R", Georgetown Village, Section Nine, Phase Ten subdivision, for the following two (2) courses: 1) S86°24'36"W, a distance of 140.32 feet to a %:" iron rod, with cap marked `:Capital Surveying Co., Inc.", set for an angle point; 2) S83°52'58"W, at a distance of 304.09 feet pass the common north corner of Lot 2 and Lot 18, Block R, Georgetown Village, Section Nine, Phase Ten subdivision, and continuing for a total distance of 314.94 feet to a 'h" iron rod, with cap marked "Capital Surveying Co., Inc.", set for the northwest corner of aforesaid Lot 18, same being the point of curvature of a non -tangent curve to the left on the easterly right-of-way line of Rosedale Boulevard (60,00' R.O.W.) as dedicated in aforesaid Georgetown Village, Section Nine, Phase Ten subdivision; THENCE, leaving the northerly line of said Lot 18, with the said non -tangent curve. to the left having a central angle of 06°33'01", a radius of 2500.00 feet, a chord distance of 28,5166 feet (chord bears N18°08'43"E), for an are distance of 285.81 feet to a'/z" iron rod, with cap marked "Capital Surveying Co., Inc.", set for the point of reverse curvature of a curve to the right, being GEORGETOWN VILLAGE PID NO. 1 112 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN the northeast comer of said Rosedale Boulevard and a southerly corner of Bellaire Drive (variable width R.O.W.) as dedicated by plat in aforesaid Georgetown Village, Section Nine, Phase Eight subdivision; THENCE, with the common northerly remainder line of the said 129.527 acre tract and the southerly right-of-way line of said Bellaire Drive, for the fallowing ftye (5) courses: 1) With the said curve to the right having a central angle of 60121' 19", a radius of 10.00 feet, a chord distance of 10.05 feet (chord bears N45°02'51"E), for an arc distance of 10.53 foot to a %" iron rod, with cap marked "Capital Surveying Co., Inc.", set for the point of reverse curvat;ui a of a carve to the left; 2) With said curve to the left having a central angle of 33°13'03"', a radius of 73,00 feet, a chord distance of 41.73 feet. (chord bears N58137'00"E), for an arc distance of 42.32 fat to a W iron rod, with cap marked "ONR', found for the point of reverse curvature of a curve to the right; 3) With said curve to the right having a central angle of 61 ° 11' 19", a radius of 10.00 feet, a chord distance of 10.18 feet (chord bears N72036'08"E), for an are distance of 10.68 feet to an "X" in concrete found for the point of tangency; 4) S76048' 13"E, a dioante of 47.87 feet to a an "X" in concrete found for the point of curvature of a curve to the left; 5) With said curve to the left having a central angle of 18°28'13", a radius of 1030.00 feet, a chord distance of 330.60 feet (chord bears S86102'20"E), for an arc distance of 332.04 feet to a %" iron rod, with cap marked "GNR", found for the, joint of reverse curvature of a curve to the right, same being the northwest cofoer of aforesaid Naranjo Drive: . THENCE, with the common easterly remainder line of said 129.527 acre tract, and westerly right-of-way line of said Naranjo Drive, for the following three (3) courses: 1) With the said curve to the right, having a central angle of 90032'53", a radius of 15.00 feet, a chord distance of 21.31 feet (chord bears S49159'59"E), for an arc distance of 23.71 feet to an "X" in concrete found for the point of tangency; 2) SO4°43'33"E, a distance of 66.03 feet to a'/2' iron rod, with cap marked "Capital Surveying Co., Inc.", set for the point of curvature ofa, curve to tttie left:; 3) With the said curve to the left; having a central angle of 98°023", a radius of 275.00 feet, a chord distance of 41.83 feet (chord bears 80§005' 14"E), for an arc distance of 41,87 feet to the POINT OF BEGINNING, CONTAINING within these metes and bounds 2.568 -acres of land area. GEORGETOWN VILLAGE PID NO. 1 113 2021 AMENDED AND RESTATED O&M SERVICE AND ASSESSMENT PLAN