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HomeMy WebLinkAboutAgenda_P&Z_12.03.2019Notice of Meeting for the P lanning and Zoning Commission of the City of Georgetown December 3, 2019 at 6:00 P M at Council and Courts B ldg, 510 W 9th Street Georgetown, T X 78626 T he C ity of G eorgetown is committed to compliance with the Americans with Disabilities Act (ADA). If you require as s is tance in partic ipating at a public meeting due to a disability, as defined under the ADA, reas onable as s is tance, adaptations , or ac commodations will be provided upon request. P leas e c ontact the C ity S ec retary's O ffic e, at leas t three (3) days prior to the sc heduled meeting date, at (512) 930-3652 or C ity Hall at 808 Martin Luther King Jr. S treet, G eorgetown, T X 78626 for additional information; T T Y users route through R elay Texas at 711. P ublic Wishing to Address the B oard O n a s ubjec t that is posted on this agenda: P lease fill out a speaker regis tration form whic h can be found at the Board meeting. C learly print your name, the letter of the item on which you wish to speak, and pres ent it to the S taff Liais on, preferably prior to the start of the meeting. You will be c alled forward to speak when the Board cons iders that item. O n a s ubjec t not posted on the agenda: P ersons may add an item to a future Board agenda by filing a written request with the S taff Liais on no later than one week prior to the Board meeting. T he reques t must include the s peaker's name and the spec ific topic to be addres s ed with sufficient information to inform the board and the public . F or Board Liaison c ontact information, pleas e logon to http://government.georgetown.org/c ategory/boards -commissions /. A At the time of posting, no pers ons had s igned up to address the Board. Consent Agenda T he S tatutory C ons ent Agenda includes non-c ontroversial and routine items that may be ac ted upon with one s ingle vote. An item may be pulled from the C ons ent Agenda in order that it be disc ussed and acted upon individually as part of the R egular Agenda. B C ons ideration and possible action to approve the minutes from the November 19, 2019 regular meeting of the P lanning and Zoning C ommission. - Mirna G arc ia, Management Analyst C C ons ideration and possible action to approve an applic ation for a P reliminary P lat, c onsisting of approximately 68.018 acres in the Burrell Eaves S urvey, Abstract No. 2016, generally loc ated s outhwes t of the Bonnet Lane and S H 195 intersec tion, to be known as Berry C reek Highlands P hase 1 and 2 (2019-9-P P ) -- Mic hael P atroski, P lanner D C ons ideration and possible action to approve an applic ation for a Replat, cons is ting of approximately 3.39 acres being a replat of Lot 2 and Lot 3, Leander R oad LLC S ubdivis ion, and subdivision plat of a 1.01-ac re tract, all situated in the C lement S tubblefield S urvey, Abstract No. 558, generally located at 1006 Leander R oad to be known as S peedy S top R eplat (2019-24-F P ) -- Michael P atros ki, P lanner E C ons ideration and possible action to approve an applic ation for an Amending Plat, cons is ting of approximately 0.258 ac res in the in the Nicholas P orter Survey, Abstract 497, patented in conflict with the Orville P erry S urvey Abstract No.10, being all of Lots 7, 8, and 9, B lock 3, Country C lub Estates, generally located at 1204 Williams Drive to be known as Amended P lat of L ots 7-9, Block 3, C ountry Club E states Page 1 of 106 (2019-45-F P ) -- E than H arwell, P lanner F C ons ideration and possible action to disapprove for the items set forth in this item an application for a Traffic Impact Analysis , cons is ting of approximately 34.02 ac res in the David Wright S urvey, Abstract No. 13, generally loc ated at the northwest c orner of I H-35 and Lakeway Drive to be known as C os tc o W holesale (2019-5-T I A) -- David Munk, P E and Lua S aluone, Utility Engineering L egislativ e Regular Agenda G P ublic Hearing and possible action on a reques t for a Zoning Map Amendment to rezone 76.51 ac res out of the William Addis on League, Abstract No. 21, from the R esidential S ingle-F amily (R S ) and Agriculture (AG ) districts to the R es idential S ingle-F amily (R S ) dis tric t, for the property generally located along Maple S treet, north of Wes tinghouse R d and south of W R idge Line Blvd (2019-18-R EZ) -- Andreina Dávila-Q uintero, AI C P, C urrent P lanning Manager H P ublic Hearing and possible action on a reques t for a Zoning Map Amendment to rezone 20 ac res out of the William Addis on S urvey, Abstract No. 21, from the R esidential S ingle-F amily (R S ) district to the Agriculture (AG ) district, for the property generally loc ated at 2050 R oc kride Lane (2019-19-R EZ) -- C hels ea Irby, S enior P lanner I Discussion Items: Updates and Announcements (S ofia Nelson, C NU-A, P lanning Direc tor) Update from other Board and C ommission meetings . G TAB - https://government.georgetown.org/georgetown-trans portation-advis ory-board-gtab/ UDC AC - https ://government.georgetown.org/unified-development-c ode-advisory-board-2/ Q uestions or c o mments from Alternate Memb ers about the actio ns and matters c o nsidered on this agenda R eminder of the December 17, 2019, P lanning and Zoning C ommission meeting in C C C hambers loc ated at 510 W 9th S t, s tarting at 6:00pm Adjournment Ce rtificate of Posting I, R obyn Densmore, C ity S ecretary for the C ity of G eorgetown, Texas, do hereby c ertify that this Notic e of Meeting was posted at C ity Hall, 808 Martin Luther King Jr. S treet, G eorgetown, T X 78626, a plac e readily acc es s ible to the general public as required by law, on the _____ day of _________________, 2019, at __________, and remained s o posted for at leas t 72 c ontinuous hours prec eding the s cheduled time of said meeting. __________________________________ R obyn Dens more, C ity S ec retary Page 2 of 106 City of Georgetown, Texas Planning and Zoning December 3, 2019 S UB J E C T: C onsideration and pos s ible ac tion to approve the minutes from the November 19, 2019 regular meeting of the P lanning and Zoning C ommis s ion. - Mirna G arcia, Management Analys t IT E M S UMMARY: F IN AN C IAL IMPAC T: . S UB MIT T E D B Y: Mirna G arcia, Management Analys t AT TAC H ME N T S: Description Type Minutes Backup Material Page 3 of 106 Planning & Zoning Commission Minutes Page 1 of 5 November 19, 2019 City of Georgetown, Texas Planning and Zoning Commission Meeting Minutes Tuesday, November 19, 2019 at 6:00 p.m. Courts and Council Building, located at 510 W. 9th Street, Georgetown, TX 78626 Commissioners present: Ercel Brashear, Chair; Marlene McMichael; Kaylah McCord; Travis Perthuis; Tim Bargainer; Gary Newman; Aaron Albright Alternate Commissioner present: Glenn Patterson Staff Present: Andreina Davila-Quintero, Current Planning Manager; Sofia Nelson, Planning Director; Chelsea Irby, Senior Planner; Ethan Harwell, Planner; Mirna Garcia, Management Analyst; Steve McKeown, Landscape Planner; David Munk, Utility Engineer; Lua Saluone, Utility Engineer; Ray Miller, Acting Public Works Director Chair Brashear called the meeting to order at 6:00 p.m and Commissioner McCord led the pledge of allegiance. A. Public Wishing to Address the Board At the time of posting, no persons had signed up to address the Board. Consent Agenda The Statutory Consent Agenda includes non-controversial and routine items that may be acted upon with one single vote. An item may be pulled from the Consent Agenda in order that it be discussed and acted upon individually as part of the Regular Agenda. B. Consideration and possible action to approve the minutes from the November 5, 2019 regular meeting of the Planning and Zoning Commission. – Mirna Garcia, Management Analyst C. Consideration and possible action to disapprove for the reasons set forth in the item an application for a Preliminary Plat, consisting of approximately 100.369 acres in the Isaac Donagan Survey, Abstract No. 178, generally located at 4901 W SH 29, to be known as Cole Estates (2019-12- PP) – Michael Patroski, Planner D. Consideration and possible action to disapprove for the reasons set forth in the item, an application for a Final Plat, consisting of approximately 6.1674 acres out of the Orville Perry Survey, Abstract No. 10, generally located at 544 Wolf Rd to be known as Wolf Ranch West Section 3, Phase 1 (2019-38-FP) – Michael Patroski, Planner E. Consideration and possible action to approve an application for a Preliminary Plat, consisting of approximately 20.47 acres in the David Wright Survey, Abstract No. 13, generally located at the eastern terminus of Aviation Drive, to be known as Georgetown Motion Industrial Subdivision (2019-13-PP) – Ethan Harwell, Planner Page 4 of 106 Planning & Zoning Commission Minutes Page 2 of 5 November 19, 2019 F. Consideration and possible action to disapprove for the reasons set forth in the item an application for a Final Plat, consisting of approximately 47.414 acres in the Joseph Thompson Survey, Abstract No. 608, and the Issac Donagan Survey, Abstract No. 178, generally located at 1799 W University Ave to be known as Wolf Ranch West, Section 6, Phase 1 (2019-39-FP) -- Ethan Harwell, Planner G. Consideration and possible action to disapprove for the reasons set forth in the item an application for an Amending Plat, consisting of approximately 0.258 acres in the in the Nicholas Porter Survey, Abstract 497, patented in conflict with the Orville Perry Survey Abstract No.10, being all of Lots 7, 8, and 9, Block 3, Country Club Estates, generally located at 1204 Williams Drive to be known as Amended Plat of Lots 7-9, Block 3, Country Club Estates (2019-45-FP) -- Ethan Harwell, Planner H. Consideration and possible action to disapprove for the reasons set forth in the item, an application for a Preliminary Plat, consisting of approximately 62.048 acres out of the John T. Church Survey, Abstract No. 140, and the Key West Irrigation Company Survey, Abstract No. 711, generally located at the southwest corner of FM 2243 and Parkside Parkway, to be known as Parkside Peninsula (2019-14-PP) -- Chelsea Irby, Senior Planner I. Consideration and possible action to disapprove for the reasons set forth in the item, an application for a Preliminary Final Plat, consisting of approximately 2.34 acres in the Isaac Donagan Survey, Abstract No. 178, generally located at 2621 W University Ave, to be known as Pinnacle Plaza (2019-37-FP) -- Chelsea Irby, Senior Planner J. Consideration and possible action to approve an application for a Final Plat, consisting of approximately 35.781 acres in the Charles H. Delaney Survey, Section No. 11, Abstract No. 181, generally located at 11149 RR 2338, to be known as San Augustin (2019-41-FP) -- Chelsea Irby, Senior Planner K. Consideration and possible action to disapprove for the reasons set forth in the item, an application for a Site Development Plan, consisting of approximately 12.08 acres in the Antonio Flores Survey, Abstract No. 235, generally located at 661 FM 971 to be known as Parkside Crossing (2019-74-SDP) -- Chelsea Irby, Senior Planner L. Consideration and possible action to approve an application for Construction Plans, consisting of approximately 4.29 acres in the J. Thompson Survey, generally located at 2300 Wolf Ranch Parkway to be known as Wolf Ranch Phase 4B (2019-41-CON) -- David Munk, PE, and Lua Saluone, Utility Engineering M. Consideration and possible action to disapprove for the reasons set forth in the item, an application for Construction Plans, consisting of approximately 1.82 acres, a portion of block 51 of the Snyder Addition and portions of block 6, 7, and 11 of the Coffee Addition, generally located at 800 17th Street to be known as Pine Street Villas (2019-48-CON) -- David Munk, PE, and Lua Saluone, Utility Engineering Page 5 of 106 Planning & Zoning Commission Minutes Page 3 of 5 November 19, 2019 N. Consideration and possible action to disapprove for the reasons set forth in this item an application for Construction Plans, consisting of approximately 39.84 acres of land out of the J.D. Johns survey, Abstract No. 711, and the I.&G.N.R.R. Co. Survey, Abstract no 744 situated in Williamson County, Texas, generally located at RR 2243 & CR 176, to be known as Parkside on the River Phase 1A (2019-52-CON) -- David Munk, PE, and Lua Saluone, Utility Engineering O. Consideration and possible action to disapprove for the reasons set forth in the item, an application for Construction Plans, consisting of approximately 47.51 acres in the Burrell Eaves Survey, Abstract No. 216, generally located at 2451 Highway195 to be known as Berry Creek Highlands Phase 1 (2019-53-CON) -- David Munk, PE, and Lua Saluone, Utility Engineering P. Consideration and possible action to approve an application for Construction Plans, consisting of approximately a 25.66 acre tract of land, consisting of lot 1, Georgetown Church of Christ, generally located at 1525 W University Ave, to be known as Georgetown Church of Christ Wastewater (2019- 54-CON) -- David Munk, PE, and Lua Saluone, Utility Engineering Q. Consideration and possible action to disapprove for the reasons set forth in this item an application for a Stormwater Permit, consisting of approximately 10.26 acres out of the William Roberts Survey, A-524, generally located at the SE corner of Shell Road and Shell Spur to be known as Georgetown Bulldog Storage (2019-10-SWP) -- David Munk, PE, and Lua Saluone, Utility Engineering R. Consideration and possible action to approve an application for a Heritage Tree Removal Permit, for the property generally located at 2675 W University Ave, bearing the legal description of 41.14 acres out of the Isaac Donagan Survey, Abstract Number 178 & Joseph Thompson Survey, Abstract Number 608 (2019-2-HT) -- Steve McKeown, Landscape Planner. Chair Brashear had a question about the process for removal of a heritage tree and approval. He commented on whether the process is adequate and if more should be done to indicate the tree removal on plats. McKeown explained that this application process is recording removal of heritage trees, and if any changes are made after approval, construction plans would be updated to reflect those changes made. Irby also explained that the trees being on a plat have no impact on the property owner if removed. Plat notes will indicate any removals. S. Consideration and possible action to approve an application for a Heritage Tree Removal Permit, for the property located at 200 Fairway Lane Georgetown, TX 78628, bearing the legal description of 33.29 acres situated in the Williams Roberts Survey, Abstract No. 524 (2019-3-HT) -- Steve McKeown, Landscape Planner Motion to approve the Consent Agenda as presented by Commissioner Bargainer. Second by Commissioner McCord. Motion approved (7-0). Page 6 of 106 Planning & Zoning Commission Minutes Page 4 of 5 November 19, 2019 Legislative Regular Agenda T. Public Hearing and possible action on a proposed amendment to the 2030 Comprehensive Plan to adopt the Bike Master Plan - Ray Miller, Acting Public Works Director Nelson presented the staff analysis for consideration of the Amendments to the Plan. Nelson discussed the purpose for the completion and implementation of the Bike Master Plan. She also provided an overview of the approval criteria. Miller presented the Bicycle Master Plan to the Commission. He provided an overview of the existing system/network of hike and bike trails, and also the proposed bicycle system which adds approximately an additional 51 miles of trails. Miller also explained the types of bicycle infrastructure, and types of bike lanes proposed in the Plan. The phasing and timeline, cost estimates, and policy recommendations were also presented to the Commission. Commissioner Bargainer asked if there is a proposed time/deadline for completion of the plan. Miller explained that the department will need to review top projects and work with schedules to prioritize projects. Commissioners had several questions related to shoulder lanes, and connections for residents on local streets. Miller explained that the Plan provides parallel bike lanes to streets, and there will be no situations where residents are responsible for providing connections, unless applications come in where those are requirements. Commissioner McMichael asked what will be done in the downtown area and the square. She is concerned with walkability. Miller explained that there will be a variety of options for downtown. Parking may be removed to allow for the implementation of bike lanes as well as allow for walkability. There will also be protected bikes lanes if parking is removed. Staff would ensure that changes made comply with the Master Plan. Commissioner Albright had a question about the budget. Miller explained that it will depend on development and implementation. Some dollars may come through the development process, some from taxpayer dollars, as well as other federal, state and local sources. Commissioner Newman asked if there will be angled back-in parking in the downtown area, and Miller commented that there will not. Chair Brashear asked if the Northwest Boulevard bridge now under construction will include bike lanes, and Miller stated that there will be on one side. Chair Brashear opened and closed the Public Hearing, as no one signed up to speak. Motion to approve Item T as presented by Commissioner Bargainer. Second by Commissioner Page 7 of 106 Planning & Zoning Commission Minutes Page 5 of 5 November 19, 2019 McCord. Commissioner Perthuis asked if the motion for approval is for the creation of the Bike Master Plan. Chair Brashear explained that although the Plan may change, the approval is to recommend the Plan. Miller also explained that any changes to the Plan would have to go through an amendment process and presented to the Commission. Motion approved (7-0). U. Consideration and possible action to appoint a new Planning and Zoning Commission Secretary. Motion by Commissioner Perthuis to nominate himself as Secretary. Second by Commissioner Bargainer. Approved (7-0). V. Discussion Items: - Updates and Announcements (Sofia Nelson, CNU-A, Planning Director) o Nelson provided an update on intake: there were 67 new applications submitted on intake day Monday. Of these, 28 are subject to the shot-clock process. o Chair Brashear asked if the month of December will require a 3rd P&Z meeting on December 31st. Nelson commented that staff will evaluate cases and provide an answer at the following meeting. - Reminder of the December 3, 2019, Planning and Zoning Commission meeting in CC Chambers located at 510 W 9th St, starting at 6:00pm. Motion to adjourn by Commissioner McMichael. Second by Commissioner Bargainer. Approved (7-0). Adjournment at 6:52p.m. ____________________________________ ____________________________________ Ercel Brashear, Chair Attest, P&Z Travis Perthuis, Secretary Page 8 of 106 City of Georgetown, Texas Planning and Zoning December 3, 2019 S UB J E C T: C onsideration and pos s ible ac tion to approve an application for a Preliminary Plat, cons is ting of approximately 68.018 ac res in the Burrell Eaves S urvey, Abs trac t No. 2016, generally located southwest of the Bonnet Lane and S H 195 intersec tion, to be known as Berry C reek Highlands P hase 1 and 2 (2019-9- P P ) -- Mic hael P atroski, P lanner IT E M S UMMARY: Project Information: Project Name: Berry C reek Highlands P hase 1 and 2 Project Location: Bonnet Lane and S H 195, within C ity C ouncil dis tric t No. 4 Legal Description: 68.018 acres in the Burrell Eaves S urvey, Abstract No. 2016 Zoning District: P lanned Unit Development (P UD) with R es idential S ingle-F amily (R S ) bas e district. Applicant: Kimley-Horn, c /o Benjamin G reen Property Owner: Marvin S hapiro Case History: T his is the first c onsideration of this request. Recommended Action: Approval. Intergovernmental and Interdepartmental Review: T he submitted P reliminary P lat was reviewed by the applicable C ity departments . T hes e applic ations are reviewed to ens ure cons is tency with the development s tandards of the Unified Development C ode (UDC ) and other applic able c odes . All tec hnical review c omments have been addres s ed by the Applic ant. In ac cordance with Unified Development C ode (UDC ) S ection 3.08.070.B a P reliminary P lat shall not be cons idered for final action until the P lanning and Zoning C ommis s ion has determined the following: Approval Criteria Complies Conditionally Complies Does Not Comply 1. T he P reliminary P lat s hall not be cons idered for final ac tion until the Director has determined the P reliminary P lat is ac ceptable for cons ideration, meaning the application is c omplete and the information c ontained within the application is c orrect and sufficient to allow adequate c onsideration and final action.. X 2. No P reliminary P lat s hall be approved without a determination that the plat c onforms to the following: a. T he P lat meets or exc eeds the requirements of this Unified Development C ode and any applicable Page 9 of 106 local or S tate laws. b. T he P lat is cons is tent with the C ity's C omprehens ive P lan and any other adopted plans as they relate to: i. T he C ity's c urrent and future streets, sidewalks, alleys , parks, playgrounds, and public utility fac ilities; and ii. T he extension of the C ity or the extension, improvement or widening of its roads, taking into ac count ac cess to and extension of s ewer and water mains and the instrumentalities of public utilities . X 3. Any subdivision design and improvement standards adopted by the C ity pursuant to Texas Loc al G overnment C ode § 212.002 or § 212.044, governing plats and subdivision of land within the C ity's jurisdic tion to promote the health, safety, morals or general welfare of the C ity and the s afe orderly, and healthful development of the C ity. X 4. T he tract of land s ubjec t to the applic ation is adequately served by public improvements and infras tructure or will be adequately s erved upon c ompletion by the applicant of required improvements . X Approval Criteria Complies Conditionally Complies Does Not Comply F IN AN C IAL IMPAC T: None. T he applicant has paid the required application fees . S UB MIT T E D B Y: Mic hael P atroski, P lanner AT TAC H ME N T S: Description Type 2019-9-PP - P&Z Staff Report Cover Memo Exhibit 1-Location Map Exhibit Exhibit 2- Berry Creek Highlands Phas e 1 and 2 Preliminary Plat Exhibit Page 10 of 106 Planning and Zoning Commission Planning Department Staff Report 2019-9-PP Berry Creek Highlands Phase 1 and 2 Page 1 of 4 Report Date: November 22, 2019 Case No: 2019-9-PP Project Planner: Michael Patroski, Planner Item Details Project Name: Berry Creek Highlands Phase 1 and 2 Project Location: State Highway 195 & Bonnet Lane, within City Council district No. 4 Total Acreage: 68.018 Legal Description: 68.018 acres in the Burrell Eaves Survey, Abstract No. 2016 Applicant: Kimley-Horn, c/o Benjamin Green Property Owner: Marvin Shapiro Request: Approval of a Preliminary Plat for the Berry Creek Highlands Phase 1 and 2. Page 11 of 106 Planning Department Staff Report 2019-9-PP Berry Creek Highlands Phase 1 and 2 Page 2 of 4 Plat Summary Number of Phases: 2 Residential Lots: 202 Non-residential Lots: 2 Open Space Lots: 9 Total Lots: 215 Linear Feet of Street: 13,013 Site Information The subject property is located southwest of Bonnet Lane and SH 195. The subject property has a zoning designation of Planned Unit Development (PUD) with Residential Single-Family (RS) base district (PUD-2018-36). The property also has a Future Land Use designation of Mixed-Use Community. Physical and Natural Features: The subject property is generally flat with a moderate level of tree cover throughout the property. The subject property has adjacent residential development to the north and large lot ETJ residential development to the south. Utilities The subject property is located within the City’s service area for water and wastewater. Additionally, it is located within the Pedernales Electric Cooperative (PEC) service area for electric. It is anticipated that there is adequate water and wastewater capacity to serve the subject property at this time. Transportation The subject property is located southwest of the Bonnet Lane and SH 195 intersection. According to the City’s Overall Transportation Plan (OTP), Bonnet Lane is classified as a proposed Major Collector, and SH 195 is classified as an Existing Freeway. The proposed subdivision will also provide new residential roadways to support the creation of additional lots. Major collector streets are intended to balance traffic between arterial streets and local streets. These streets tend to carry a high volume of traffic over shorter distances, providing access and movement between neighborhoods, parks, schools, retail areas and the arterial street system. Freeways and Tollways are controlled access roadways that allow for the movement of traffic through and around the City. This classification includes interstate highways, state highways, tollways and loops. Direct property access is limited as access is not the intended purpose of these facilities. Design characteristics of these facilities include multiple travel lanes, limited access points, high traffic volumes and high traffic speeds. Parkland Dedication Parkland dedication requirements are being met by the PUD, which is noted on the plat. Page 12 of 106 Planning Department Staff Report 2019-9-PP Berry Creek Highlands Phase 1 and 2 Page 3 of 4 Intergovernmental and Interdepartmental Review The proposed Preliminary Plat was reviewed by the applicable City departments. Subdivision Plats are reviewed to ensure consistency with minimum lot size, impervious cover, streets and connectivity, and utility improvement requirements, among other. All technical review comments have been addressed by the Applicant. Approval Criteria Staff has reviewed the proposed request and has found that it complies with the criteria established in UDC Chapter 3.08.070 for a Preliminary Plat, as outlined below: APPROVAL CRITERIA FINDINGS STAFF COMMENTS 1. The Plat meets or exceeds the requirements of this Unified Development Code and any applicable local or State laws. Complies The proposed Subdivision Plat meets all applicable technical requirements of the UDC, State Law and all other applicable codes for a subdivision. 2. The Plat is consistent with the City's Comprehensive Plan and any other adopted plans as they relate to: • The City's current and future streets, sidewalks, alleys, parks, playgrounds, and public utility facilities; and • The extension of the City or the extension, improvement or widening of its roads, taking into account access to and extension of sewer and water mains and the instrumentalities of public utilities. Complies The proposed Subdivision Plat is consistent with the Comprehensive Plan as it meets all applicable technical requirements of the UDC pertaining to streets, sidewalks, utilities, and parkland. 3. Any subdivision design and improvement standards adopted by the City pursuant to Texas Local Government Code § 212.002 or § 212.044, governing plats and subdivision of land within the City's jurisdiction to promote the health, safety, morals or general welfare of the City and the safe orderly, and healthful development of the City. Complies The proposed Subdivision Plat meets all applicable technical requirements of the UDC adopted pursuant to Sections 212.002 and 212.044 of the Texas Local Government Code to ensure the safe orderly, and healthful development of the City, including but not limited to Chapter 6, Residential Development Standards, Chapter 7, Non-Residential Development Standards, Chapter 12, Pedestrian and Vehicle Circulation, and Chapter 13, Infrastructure and Public Improvements of the UDC. Page 13 of 106 Planning Department Staff Report 2019-9-PP Berry Creek Highlands Phase 1 and 2 Page 4 of 4 APPROVAL CRITERIA FINDINGS STAFF COMMENTS 4. The tract of land subject to the application is adequately served by public improvements and infrastructure or will be adequately served upon completion by the applicant of required improvements. Complies The subject property will be adequately served by public improvements and infrastructure. Attachments Exhibit 1 – Location Map Exhibit 2 – Berry Creek Highlands Phase 1 and 2 Preliminary Plat Page 14 of 106 §¨¦35 D elWebbBlvd S h ell R d ¬«1 9 5 ¬«1 9 5 ¬«1 9 5 SunCity B l v d ¬«1 9 5 2019-9-PPExhibit #1 Coordinate System: Texas State Plane/Central Zone/NAD 83/US FeetCartographic Data For General Planning Purposes Only ¯ Location Map Ronald Reagan Blvd LegendSiteParcelsCity LimitsGeorgetown ETJ 0 0.5 1Mi R o n a l d R e a g a n B l v d Page 15 of 106 Copyright © 2018 Kimley-Horn and Associates, Inc. All rights reserved DW G N A M E : K: \ S A U _ C I V I L \ 0 6 7 7 8 2 8 0 5 B E R R Y C R E E K H I G H L A N D S \ C A D \ P R E L I M I N A R Y \ P L A N S H E E T S \ B E R R Y C R E E K P L A T . D W G P L O T T E D B Y HO L L O W A Y , S I E R R A 10 / 2 9 / 2 0 1 9 1 0 : 2 0 A M L A S T S A V E D 10 / 2 9 / 2 0 1 9 1 0 : 2 0 A M Scale Drawn by ORBAS SHOWN Checked by Date KHA Project No.Sheet No. San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 JGM 1 OF 9 Copyright © 2018 Kimley-Horn and Associates, Inc. All rights reserved GENERAL NOTES: 1.Utility providers for this development are Water: City of Georgetown, Wastewater/septic: City of Georgetown, Electric: Pedernales Electric Cooperative 2.All structures/obstructions are prohibited in drainage easements. 3.There are no areas within the boundaries of this subdivision in the 100-year floodplain as defined by FIRM Map Numbers 48491C0280E and 48491C0285E, effective dates of Sept. 26, 2008. 4.Prior to any channel alteration or bridge construction, which will change existing flood patterns or elevations, a Letter of Map Amendment must be submitted to the City of Georgetown Floodplain Administrator for approval and approval by the Federal Emergency Management Agency. 5.In order to promote drainage away from a structure from a structure, the slab elevation should be built at least one-foot above the surrounding ground, and the ground should be graded away from the structure at a slope of ½” per foot for a distance of at least 10 feet. 6.Parkland Dedication requirements will be met as outlined in the PUD Ordinance 2018-36. 7.Any Heritage Tree as noted on this plat is subject, in perpetuity, to the maintenance, care, pruning and removal requirements of the City of Georgetown. Approved removal does not require modification of the plat. 8.A 10-foot Public Utility Easement is reserved along all street frontages within this plat. 9.The bearings, distances, areas and coordinates shown hereon are Texas State Coordinate System GRID, Central Zone (FIPS 4203) (NAD'83). 10.Impervious Cover Plat Notes – Residential Lots: The maximum impervious coverage per residential lot is according to the following table which was recorded in PUD Ordinance No. 2018-36: MAXIMUM IMPERVIOUS COVER ALLOWED PER LAND USE LAND USE ALLOWABLE I.C. MF-1 60% MF-2 65% RS 45% 11.Impervious Coverage Plat Notes – Non-Residential Lots: The maximum impervious coverage per residential lot is according to the following table which was recorded in PUD Ordinance No. 2018-36: MAXIMUM IMPERVIOUS COVER ALLOWED PER LAND USE LAND USE ALLOWABLE I.C. C-3 70% 12.The landowner assumes all risks associated with improvements located in the right-of-way, or road widening easements. By placing anything in the right-of-way or road widening easements, the landowner indemnifies and holds the City of Georgetown, Williamson County, their officers, agents and employees harmless from any liability owing to property defects or negligence not attributable to them and acknowledges that the improvements may be removed by the City and /or County and that the owner of the improvements will be responsible for the relocation and/or replacement of the improvements. 13.The building of all streets, roads, and other public thoroughfares and any bridges or culverts necessary to be constructed or placed is the responsibility of the owners of the tract of land covered by this plat in accordance with the plans and specifications prescribed by the City of Georgetown and/or Williamson County, Texas. Neither the City of Georgetown nor Williamson County assumes any obligation to build any of the streets, roads, or other public thoroughfares shown on this plat or of constructing any of the bridges or drainage improvements in connection therewith. Neither the City of Georgetown nor Williamson County assumes any responsibility for drainage ways or easements in the subdivision, other than those draining or protecting the road system and streets in their respective jurisdictions. 14.Neither the City of Georgetown nor Williamson County assumes any responsibility for the accuracy of representations by other parties in this plat. Floodplain data, in particular, may change depending on subsequent development. It is further understood that the owners of the tract of land covered by this plat must install at their own expense all traffic control devices and signage that may be required before the streets in the subdivision have finally been accepted for maintenance by the City and /or County. 15.Right-of-way easements for widening roadways or improving drainage shall be maintained by the landowner until road or drainage improvements are actually constructed on the property. The City and/or County have the right at any time to take possession of any road widening easement for construction, improvement, or maintenance of the adjacent road. 16.This plat is subject to the provisions of the City of Georgetown Water Conservation Ordinance. 17.The subdivision subject to this application is subject to the Water Quality Regulations of the City of Georgetown. 18.Control monuments as shown: It is the practice of KIMLEY-HORN to monument all corners (If practical) upon completion of construction. Typical monument is a 1/2-Inch iron rod with a “KHA” plastic cap. 19.All plat boundary corners are staked with ½ -Inch iron rods with plastic caps stamped “KHA” unless otherwise indicated. 20.All water quality, sedimentation, filtration, water quality, detention, and/or retention basins, features, and related appurtenances shall be situated within a drainage easement, drainage lot or as shown on the site plan. The owners, or its assignees of the tracts upon which are located such easements, appurtenances, and detention and water quality facilities shall maintain and be responsible for their maintenance, routine inspection and upkeep. 21.No Heritage Tree shall be removed without prior consent from the City. 22.All individual lot containing Heritage Trees are configured and designed so that the lot is developable for the intended purpose without requiring removal of the Heritage Tree or exceeding the percentage of allowable disturbance within the Heritage Tree CRZ. SCALE: 1" = 2,000' VICINITY MAP 067782805 CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 300 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (737) 202-3202 FAX: (512) 418-1791 CONTACT: HARRISON, HUDSON P.E. OWNER/DEVELOPER: BERRY CREEK (GEORGETOWN) ASLI IX, LLC 923 N. PENNSYLVANIA AVENUE WINTER PARK, FL 32789 SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6330 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: GREG MOSIER, R.P.L.S. City Project Number: 2019-9-PP BERRY CREEK HIGHLANDS PHASE 1 AND 2 PRELIMINARY PLAT 68.018 ACRES SITUATED IN BURRELL EAVES SURVEY ABSTRACT NO. 216 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS SHEET NO.DESCRIPTION 1 COVER SHEET 2 OVERALL PLAT SHEET 3 PLAT (SHEET 1 OF 4) 4 PLAT (SHEET 2 OF 4) 5 PLAT (SHEET 3 OF 4) 6 PLAT (SHEET 4 OF 4) 7 LINE & CURVE DATA 8 LEGAL DESCRIPTION 9 SIGNATURE SHEET SHEET INDEX PROJECT LOCATION GENERAL INFORMATION: TOTAL ACREAGE........................................................68.018 ACRES TOTAL LINEAR FEET OF ROW...................................13,013' LINEAR FOOT OF 50' ROW.........................................7,530' ACREAGE OF ROW.....................................................18.635 ACRES NUMBER OF SINGLE FAMILY LOTS..........................202 ACREAGE OF SINGLE FAMILY LOTS........................31.884 ACRES NUMBER OF NON-RESIDENTIAL LOTS.....................2 ACREAGE OF NON-RESIDENTIAL LOTS...................1.311 ACRES NUMBER OF OPEN SPACE LOTS...............................9 ACREAGE OF OPEN SPACE LOTS.............................4.386 ACRES NUMBER OF DRAINAGE LOTS....................................2 ACREAGE OF DRAINAGE LOTS..................................11.802 ACRES TOTAL NUMBER OF LOTS...........................................215 TOTAL NUMBER OF BLOCKS.......................................12 OCT 2019 Page 16 of 106 G A C D B I H J K L E F QUIT CLAIM DEED 314.54 ACRES BERRY CREEK (GEORGETOWN), ALKI IX, LLC DOC# 2018106295 OPRWC PARTITION DEED 312.50 ACRES DOC# 2012080146 OPRWC SHEET 3 SHEET 4 SHEET 5 SHEET 6 SUN CITY NEIGHBORHOOD EIGHTY-SIX DOC# 2017080679 OPRWC SUN CITY NEIGHBORHOOD EIGHTY-SEVEN DOC# 2018109979 OPRWC 15.0 ACRES JEFFERY G. KICK ET UX DOC#2003023697 OPRWC 14.998 ACRES CHAS.WITT ET AL DOC#2012022314 OPRWC 10.00 ACRES PAUL W. LANDRETH DOC#2013082663 OPRWC BRYAN THRELKELD ET UX DOC#2014039677 OPRWC 19.317 ACRES PHILIP H. ANNIS ET UX DOC# 2005100364 OPRWC 0.9928 AC. BERNARD SCHLEDER DOC2007093914 OPRWC 1.0 AC. BERNARD SCHLEDER DOC2006041812 OPRWC OPRWC S . H . C O W B O Y 1 9 5 ( V A R I A B L E R . O . W . ) 10.0 ACRES EKRAM SHARIF MEZAYEK ET UX DOC# 2004040065 OPRWC QUIT CLAIM DEED 314.54 ACRES BERRY CREEK (GEORGETOWN), ALKI IX, LLC DOC# 2018106295 OPRWC PARTITION DEED 312.50 ACRES DOC# 2012080146 OPRWC PH A S E 2 PH A S E 1 PHASE 1PHASE 2 SHELL SPUR ROAD CO W B O Y C A N Y O N D R STREET C STREET D STREET E ST R E E T F ST R E E T G S T R E E T A ST R E E T B S T R E E T B C O W B O Y C A N Y O N D R ST R E E T H SH E L L S P U R R O A D STRE E T B BONNET LN San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 Copyright © 2018 Kimley-Horn and Associates, Inc. All rights reserved DW G N A M E : K: \ S A U _ C I V I L \ 0 6 7 7 8 2 8 0 5 B E R R Y C R E E K H I G H L A N D S \ C A D \ P R E L I M I N A R Y \ P L A N S H E E T S \ B E R R Y C R E E K P L A T . D W G P L O T T E D B Y HO L L O W A Y , S I E R R A 10 / 2 9 / 2 0 1 9 1 0 : 2 0 A M L A S T S A V E D 10 / 2 9 / 2 0 1 9 1 0 : 2 0 A M Scale Drawn by ORB1" = 200' Checked by Date Sheet No. San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 JGM 067782805 2 OF 9 GRAPHIC SCALE IN FEET 0200 100 200 400 1" = 200'@ 24X18 N O R T H LEGEND IRSC 1/2" IRON ROD W/ "KHA" CAP SET OPRWC OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY TEXAS P.O.C.POINT OF COMMENCING P.O.B.POINT OF BEGINNING D.E.DRAINAGE EASEMENT SIDEWALK 1/2" IRON ROD FOUND W/ CAPIRFC ROW RIGHT OF WAY W.W.E.WASTEWATER EASEMENT S.D.E.SIGHT DISTANCE EASEMENT PHASE LINE/MATCH LINE B.L.BUILDING LINE CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 300 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (737) 202-3202 FAX: (512) 418-1791 CONTACT: HARRISON, HUDSON P.E. OWNER/DEVELOPER: BERRY CREEK (GEORGETOWN) ASLI IX, LLC 923 N. PENNSYLVANIA AVENUE WINTER PARK, FL 32789 SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6330 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: GREG MOSIER, R.P.L.S. BERRY CREEK HIGHLANDS PHASE 1 AND 2 PRELIMINARY PLAT 68.018 ACRES SITUATED IN BURRELL EAVES SURVEY ABSTRACT NO. 216 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS A BLOCK LABEL GENERAL INFORMATION: TOTAL ACREAGE........................................................68.018 ACRES TOTAL LINEAR FEET OF ROW...................................13,013' LINEAR FOOT OF 50' ROW.........................................7,530' ACREAGE OF ROW.....................................................18.635 ACRES NUMBER OF SINGLE FAMILY LOTS..........................202 ACREAGE OF SINGLE FAMILY LOTS........................31.884 ACRES NUMBER OF NON-RESIDENTIAL LOTS.....................2 ACREAGE OF NON-RESIDENTIAL LOTS...................1.311 ACRES NUMBER OF OPEN SPACE LOTS...............................9 ACREAGE OF OPEN SPACE LOTS.............................4.386 ACRES NUMBER OF DRAINAGE LOTS....................................2 ACREAGE OF DRAINAGE LOTS..................................11.802 ACRES TOTAL NUMBER OF LOTS...........................................215 TOTAL NUMBER OF BLOCKS.......................................12 TBM# 101 "(" SET IN HEADWALL OF CULVERT LOCATED IN THE MEDIAN OF STATE HIGHWAY AND BUNNET LANE. ELEVATION =821.82 FEET (AS SHOWN) BENCHMARK City Project Number: 2019-9-PP KHA Project No. OCT 2019 Page 17 of 106 0.157 ACRES 6,859 SQ. FT. 9 0.157 ACRES 6,859 SQ. FT. 8 0.140 ACRES 6,110 SQ. FT. G 0.143 ACRES 6,230 SQ. FT. 18 0.141 ACRES 6,150 SQ. FT. 19 0.138 ACRES 6,000 SQ. FT. 12 0.202 ACRES 8,819 SQ. FT. 25 0.201 ACRES 8,741 SQ. FT. 24 0.143 ACRES 6,240 SQ. FT. 26 0.147 ACRES 6,398 SQ. FT. 23 0.138 ACRES 6,000 SQ. FT. 22 0.138 ACRES 6,000 SQ. FT. 21 0.138 ACRES 6,000 SQ. FT. 19 0.138 ACRES 6,000 SQ. FT. 18 0.138 ACRES 6,000 SQ. FT. 20 0.138 ACRES 6,000 SQ. FT. 17 0.138 ACRES 6,000 SQ. FT. 16 0.156 ACRES 6,816 SQ. FT. 3 0.155 ACRES 6,747 SQ. FT. 14 0.055 ACRES 2,400 SQ. FT. 13 0.138 ACRES 6,000 SQ. FT. 15 0.161 ACRES 6,995 SQ. FT. 9 0.159 ACRES 6,924 SQ. FT. 8 0.138 ACRES 6,000 SQ. FT. 11 0.145 ACRES 6,311 SQ. FT. 10 0.166 ACRES 7,210 SQ. FT. 7 0.187 ACRES 8,147 SQ. FT. 5 0.197 ACRES 8,598 SQ. FT. 1 0.157 ACRES 6,857 SQ. FT. 4 0.153 ACRES 6,665 SQ. FT. 2 0.238 ACRES 10,378 SQ. FT. 6 0.141 ACRES 6,150 SQ. FT. 2 0.141 ACRES 6,150 SQ. FT. 6 0.141 ACRES 6,150 SQ. FT. 5 0.141 ACRES 6,150 SQ. FT. 7 0.333 ACRES 14,520 SQ. FT. 1 0.141 ACRES 6,150 SQ. FT. 4 0.141 ACRES 6,150 SQ. FT. 3 0.202 ACRES 8,797 SQ. FT. 1 0.160 ACRES 6,965 SQ. FT. 2 0.149 ACRES 6,480 SQ. FT. 3 0.149 ACRES 6,480 SQ. FT. 4 0.149 ACRES 6,480 SQ. FT. 7 0.149 ACRES 6,480 SQ. FT. 6 0.245 ACRES 10,687 SQ. FT. 10 0.221 ACRES 9,609 SQ. FT. 9 0.155 ACRES 6,740 SQ. FT. 8 0.149 ACRES 6,480 SQ. FT. 5 0.141 ACRES 6,150 SQ. FT. 5 0.091 ACRES 3,984 SQ. FT. 1 0.141 ACRES 6,143 SQ. FT. 2 0.141 ACRES 6,150 SQ. FT. 3 0.141 ACRES 6,150 SQ. FT. 4 0.141 ACRES 6,150 SQ. FT. 9 0.141 ACRES 6,150 SQ. FT. 7 0.141 ACRES 6,150 SQ. FT. 8 0.141 ACRES 6,150 SQ. FT. 6 0.191 ACRES 8,319 SQ. FT. 1 0.154 ACRES 6,690 SQ. FT. 18 0.212 ACRES 9,242 SQ. FT. 19 0.184 ACRES 8,030 SQ. FT. 16 0.158 ACRES 6,867 SQ. FT. 17 0.138 ACRES 6,000 SQ. FT. 15 0.138 ACRES 6,000 SQ. FT. 20 0.138 ACRES 6,000 SQ. FT. 23 0.138 ACRES 6,000 SQ. FT. 14 0.138 ACRES 6,000 SQ. FT. 22 0.138 ACRES 6,000 SQ. FT. 13 0.138 ACRES 6,000 SQ. FT. 21 0.138 ACRES 6,000 SQ. FT. 12 0.138 ACRES 6,000 SQ. FT. 24 0.138 ACRES 6,000 SQ. FT. 11 0.138 ACRES 6,000 SQ. FT. 25 0.138 ACRES 6,000 SQ. FT. 10 0.138 ACRES 6,000 SQ. FT. 26 0.138 ACRES 6,000 SQ. FT. 9 0.138 ACRES 6,000 SQ. FT. 8 0.138 ACRES 6,000 SQ. FT. 27 0.138 ACRES 6,000 SQ. FT. 7 0.138 ACRES 6,000 SQ. FT. 6 0.138 ACRES 6,000 SQ. FT. 29 0.138 ACRES 6,000 SQ. FT. 28 0.185 ACRES 8,054 SQ. FT. 4 0.143 ACRES 6,250 SQ. FT. 2 0.138 ACRES 6,000 SQ. FT. 30 0.143 ACRES 6,250 SQ. FT. 3 0.138 ACRES 6,000 SQ. FT. 5 0.141 ACRES 6,150 SQ. FT. 6 0.360 ACRES 15,687 SQ. FT. 14 0.141 ACRES 6,150 SQ. FT. 7 0.180 ACRES 7,860 SQ. FT. 1 0.141 ACRES 6,150 SQ. FT. 8 0.141 ACRES 6,150 SQ. FT. 9 0.141 ACRES 6,150 SQ. FT. 2 0.141 ACRES 6,150 SQ. FT. 10 0.141 ACRES 6,150 SQ. FT. 3 0.141 ACRES 6,150 SQ. FT. 11 0.141 ACRES 6,150 SQ. FT. 4 0.141 ACRES 6,150 SQ. FT. 12 0.141 ACRES 6,150 SQ. FT. 5 0.141 ACRES 6,149 SQ. FT. 13 0.831 ACRES 36,207 SQ. FT. 31 I H J K L S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' N59°50'17"E 50.00'50.00'50.00'50.00'50.00'50.00' 50.00'50.00'50.00'50.00'50.00'50.00' 12 3 . 0 0 ' S59°50'17"W 326.22' S3 0 ° 1 2 ' 5 2 " E 13 2 . 9 8 ' S3 0 ° 1 2 ' 5 2 " E 13 3 . 0 2 ' N59°50'17"E 95.00' N3 0 ° 1 6 ' 0 0 " W 79 . 7 5 ' N65°02'58"E 121.99' S70°27'4 5 " W 120.00' S70°27'4 5 " W 120.00' S70°27'4 5 " W 120.00' S70°27'4 5 " W 120.00' N70°27' 4 5 " E 120.00' N70°27'4 5 " E 120.00' N69°11'24 " E 124.69' 68 . 6 8 ' 53 . 8 8 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 63 . 6 0 ' S1 9 ° 3 2 ' 1 5 " E 50 . 3 4 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 21.43' N70°27'4 5 " E S70°27'4 5 " W N70°27'4 5 " E S70°27'4 5 " W S69°09'12 " W S60°50'33"W N52°31'53"E 65 . 2 6 ' 52 . 2 9 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' S2 2 ° 4 3 ' 1 5 " E S59°50'17"W N1 9 ° 3 2 ' 1 5 " W 35 9 . 7 8 ' S1 9 ° 3 2 ' 1 5 " E 35 9 . 7 8 ' S 3 8 ° 4 6 ' 4 0 " E 6 5 . 2 6 ' N2 4 ° 3 4 ' 2 0 " W N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 2 . 9 1 ' 50.00'51.62' 47.87'42.32' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 2 . 3 9 ' 50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'64.49' 40.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'44.49' S3 0 ° 0 9 ' 4 3 " E 93 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 93 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 93 . 0 0 ' N59°50'17"E N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 9 1 ' S3 0 ° 0 9 ' 4 3 " E 93 . 0 0 ' 50.00'50.00'50.00'50.00'50.00'50.00'50.00'40.00' 50.00'50.00' 5.00' 50.00'50.00'50.00'50.00'50.00'45.00' 40 . 5 1 ' 50 . 0 0 ' 34 . 2 1 ' S59°50'17"W 125.00' S59°50'17"W 125.00' N59°50'17"E 125.00' 100.00' 50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00' 50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'70.10' 45 . 6 6 ' 50 . 0 0 ' 7.27' 50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'94.99' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' 53 . 9 5 ' 50 . 8 7 ' 15.18' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' 71 . 6 9 ' N70°27'4 5 " E 138.50' S70°27'4 5 " W 129.12' N63°21'32"E 120.84' N3 0 ° 0 9 ' 4 3 " W 74 . 4 9 ' 45 . 5 1 ' 50 . 0 0 ' 65 . 5 1 ' N59°50'17"E 133.31' S59°50'17"W 133.31' S59°50'17"W 139.35' S59°50'17"W 125.49' N82 ° 0 4 ' 3 4 " E 123. 7 5 ' N 5 6 ° 0 4 ' 2 7 " W 1 2 4 . 7 1 ' S 4 3 ° 5 0 ' 4 8 " E 1 3 0 . 4 1 ' S 4 2 ° 0 4 ' 1 2 " E 1 2 9 . 7 9 ' N 3 3 ° 4 5 ' 3 2 " W 1 2 0 . 8 8 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' N2 5 ° 3 7 ' 5 7 " W 12 1 . 3 9 ' 50.00'50.00' 20.00' 56.23'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00' 22.74' S59°50'17"W 108.31' 40 . 5 1 ' 50 . 0 0 ' 50 . 0 0 ' 17.59' 50 . 0 0 ' 41.22' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' S59°50'17"W 66.80' 52.00'52.16' 4.49' 28.35' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' N59°50'17"E 96.69' N3 0 ° 0 9 ' 4 3 " W 52 . 0 8 ' S8 9 ° 3 0 ' 2 0 " W S10 ° 0 4 ' 5 3 " W 111 . 3 1 ' 10 7 . 2 7 ' S59°50'17"W S1 9 ° 3 2 ' 1 5 " E 35 9 . 7 8 ' S3 0 ° 1 2 ' 5 2 " E 19 8 . 4 3 ' N59°50'17"E 815.95' S59°50'17"W 1347.31' S3 0 ° 0 9 ' 4 3 " E 28 7 . 0 0 ' N59°50'17"E 1042.68' S3 0 ° 0 9 ' 4 3 " E 69 . 3 1 ' S3 0 ° 0 9 ' 4 3 " E 37 6 . 2 7 ' S59°50'17"W 73.00' N59°50'17"E 390.00' 94 . 0 0 ' S46°09'1 2 " W 73.90' S3 0 ° 0 9 ' 4 3 " E 26 4 . 0 0 ' S59°50'17"W 627.32'S70°27'4 5 " W 53.84'S1 9 ° 3 2 ' 1 5 " E 34 1 . 7 7 ' 13 8 . 8 4 ' SUN CITY NEIGHBORHOOD EIGHTY-SIX DOC# 2017080679 OPRWC PARTITION DEED 312.50 ACRES DOC# 2012080146 OPRWC QUIT CLAIM DEED 314.54 ACRES BERRY CREEK (GEORGETOWN), ALKI IX, LLC DOC# 2018106295 OPRWC S59°50'17"W 95.00' S59°50'17"W 634.49' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' C21 C22 C26 C 2 7 C28 C29 C30 C31 C32 C3 3 C 3 4 C 3 5 C36 C 3 7 C38 C39 C40 C 4 1 C4 2 C43 C 4 4 C4 5 C4 6 C47 C 4 8 C4 9 C5 0 C51 C 5 2 C5 3 C5 4 C55 C68 C 6 9 C70 C 7 1 C72 C 7 9 C80 C104 C105 C1 0 6 C1 0 7 C1 1 2 C1 1 3 73' ROW 36.5' 36.5' 73' ROW 36.5'36.5' 94 ' R O W 47 ' 47 ' 50 ' R O W 25 ' 25 ' 50' ROW 25'25' L3 L4 L5 L6 L7 L8 PH A S E 2 PH A S E 1 PHASE 2 6.11' 4 4.89' 40.29' 19.97' 10.08'4 7 .1 4 '2 0 .4 0 '4 8 .8 8 ' 3 6.5 2 ' 4 3 . 8 7' 1 7 . 5 9' 30.71' 29.5 6 ' 7.37' 0.440 ACRES 19,173 SQ. FT. 10 50 ' R O W 25 ' 25 ' 50' ROW 25'25' OPEN SPACE DRAINAGE LOT 5.55'10.29' OPEN SPACE OPEN SPACE OP E N S P A C E OPEN SPACE OP E N S P A C E SHELL SPUR ROAD CO W B O Y C A N Y O N D R STREET C STREET D ST R E E T F ST R E E T H (2 1 0 ) (2 1 6 ) (3 6 1 ) (1 0 9 0 ) (1 0 9 2 ) (1 1 4 5 ) (1 1 8 2 ) (1 3 8 6 ) (1 3 8 9 ) (1 3 9 1 ) (2 2 0 3 ) (2 1 1 5 ) WILFORD SCHNEIDER ET.UX. TO M.A. MUELLER ET.UX. 24' WIDE EASEMENT 569/742 (EASEMENT 24' X 4351.9') N59°50'17"E 640.99' N59°50'17"E 50.00' N59°50'17"E 95.00' S3 0 ° 0 9 ' 4 3 " E 11 4 . 0 0 ' N59°50'17"E 295.00' S51°13'54"E 53.58' S3 0 ° 0 9 ' 4 3 " E 11 5 . 5 1 ' S37°02'47"E 50.36' S35°56'48"E 52.27' S28°12'50"E 50.46' S12°16'00"E 48.85' S5°51'56"W 48.85' S23°59'53"W 48.85' S43°40'54"W 48.66' S56°20'01"W 50.36' S56°20'01"W 50.36' S59°50'17"W 753.00' S3 0 ° 0 9 ' 4 3 " E 12 0 . 0 0 ' S2 7 ° 2 7 ' 2 1 " E 50 . 0 6 ' S3 0 ° 0 9 ' 4 3 " E 15 8 . 0 0 ' C 1 6 C17 C 1 8 810 800 82 0 82 0 820 810 82 0 82 0 HERITAGE TREE TABLE POINT NO. 5582 5599 5916 11913 11927 12106 12176 12477 12480 12482 16173 17049 DESCRIPTION 29" LIVE OAK 32" LIVE OAK 33" LIVE OAK 36" LIVE OAK 29" LIVE OAK 26" LIVE OAK 32" LIVE OAK 40" LIVE OAK 36" LIVE OAK 30" LIVE OAK 28" LIVE OAK (TAG NO.) 210 216 346 1090 1092 1145 1182 1386 1389 1391 2203 2115 34" LIVE OAK STATUS TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO REMAIN TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 Copyright © 2018 Kimley-Horn and Associates, Inc. All rights reserved DW G N A M E : K: \ S A U _ C I V I L \ 0 6 7 7 8 2 8 0 5 B E R R Y C R E E K H I G H L A N D S \ C A D \ P R E L I M I N A R Y \ P L A N S H E E T S \ B E R R Y C R E E K P L A T . D W G P L O T T E D B Y HO L L O W A Y , S I E R R A 10 / 3 1 / 2 0 1 9 1 : 5 8 P M L A S T S A V E D 10 / 3 1 / 2 0 1 9 1 : 5 7 P M Scale Drawn by ORB1" = 100' Checked by Date Sheet No. San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 JGM 067782805 3 OF 9 GRAPHIC SCALE IN FEET 0100 50 100 200 1" = 100'@ 24X18 N O R T H SE E S H E E T 4 CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 300 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (737) 202-3202 FAX: (512) 418-1791 CONTACT: HARRISON, HUDSON P.E. OWNER/DEVELOPER: BERRY CREEK (GEORGETOWN) ASLI IX, LLC 923 N. PENNSYLVANIA AVENUE WINTER PARK, FL 32789 SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6330 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: GREG MOSIER, R.P.L.S. City Project Number: 2019-9-PP KHA Project No. LEGEND IRSC 1/2" IRON ROD W/ "KHA" CAP SET OPRWC OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY TEXAS P.O.C.POINT OF COMMENCING P.O.B.POINT OF BEGINNING D.E.DRAINAGE EASEMENT SIDEWALK 1/2" IRON ROD FOUND W/ CAPIRFC ROW RIGHT OF WAY W.W.E.WASTEWATER EASEMENT S.D.E.SIGHT DISTANCE EASEMENT PHASE LINE/MATCH LINE B.L.BUILDING LINE A BLOCK LABEL TBM# 101 "(" SET IN HEADWALL OF CULVERT LOCATED IN THE MEDIAN OF STATE HIGHWAY AND BUNNET LANE. ELEVATION =821.82 FEET (AS SHOWN) BENCHMARK HERITAGE TREE TO BE REMOVED HERITAGE TREE TO REMAIN BERRY CREEK HIGHLANDS PHASE 1 AND 2 PRELIMINARY PLAT 68.018 ACRES SITUATED IN BURRELL EAVES SURVEY ABSTRACT NO. 216 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS GENERAL INFORMATION: TOTAL ACREAGE........................................................68.018 ACRES TOTAL LINEAR FEET OF ROW...................................13,013' LINEAR FOOT OF 50' ROW.........................................7,530' ACREAGE OF ROW.....................................................18.635 ACRES NUMBER OF SINGLE FAMILY LOTS..........................202 ACREAGE OF SINGLE FAMILY LOTS........................31.884 ACRES NUMBER OF NON-RESIDENTIAL LOTS.....................2 ACREAGE OF NON-RESIDENTIAL LOTS...................1.311 ACRES NUMBER OF OPEN SPACE LOTS...............................9 ACREAGE OF OPEN SPACE LOTS.............................4.386 ACRES NUMBER OF DRAINAGE LOTS....................................2 ACREAGE OF DRAINAGE LOTS..................................11.802 ACRES TOTAL NUMBER OF LOTS...........................................215 TOTAL NUMBER OF BLOCKS.......................................12 OCT 2019 Page 18 of 106 0.162 ACRES 7,053 SQ. FT. 15 0.149 ACRES 6,470 SQ. FT. 2 0.138 ACRES 6,024 SQ. FT. 1 0.156 ACRES 6,786 SQ. FT. 3 0.141 ACRES 6,150 SQ. FT. 12 0.166 ACRES 7,232 SQ. FT. 6 0.155 ACRES 6,763 SQ. FT. 7 0.147 ACRES 6,396 SQ. FT. 8 0.141 ACRES 6,150 SQ. FT. 9 0.141 ACRES 6,150 SQ. FT. 10 0.141 ACRES 6,150 SQ. FT. 11 0.141 ACRES 6,150 SQ. FT. 13 1.537 ACRES 66,943 SQ. FT. 16 0.141 ACRES 6,150 SQ. FT. 14 0.141 ACRES 6,150 SQ. FT. 15 0.185 ACRES 8,038 SQ. FT. 5 0.212 ACRES 9,232 SQ. FT. 4 0.165 ACRES 7,178 SQ. FT. 1 0.138 ACRES 6,000 SQ. FT. 2 0.138 ACRES 6,000 SQ. FT. 3 0.138 ACRES 6,000 SQ. FT. 4 0.157 ACRES 6,859 SQ. FT. 9 0.138 ACRES 6,000 SQ. FT. 6 0.157 ACRES 6,859 SQ. FT. 8 0.140 ACRES 6,110 SQ. FT. 7 0.138 ACRES 6,000 SQ. FT. 5 0.141 ACRES 6,150 SQ. FT. 5 0.141 ACRES 6,150 SQ. FT. 4 0.141 ACRES 6,150 SQ. FT. 3 0.141 ACRES 6,150 SQ. FT. 6 0.156 ACRES 6,804 SQ. FT. 2 0.183 ACRES 7,973 SQ. FT. 1 0.137 ACRES 5,946 SQ. FT. 9 0.141 ACRES 6,150 SQ. FT. 7 0.155 ACRES 6,750 SQ. FT. 10 0.155 ACRES 6,750 SQ. FT. 11 0.155 ACRES 6,771 SQ. FT. 15 0.155 ACRES 6,750 SQ. FT. 14 0.143 ACRES 6,230 SQ. FT. 18 0.156 ACRES 6,790 SQ. FT. 16 0.155 ACRES 6,770 SQ. FT. 17 0.152 ACRES 6,614 SQ. FT. 8 0.141 ACRES 6,150 SQ. FT. 19 0.154 ACRES 6,725 SQ. FT. 13 0.154 ACRES 6,725 SQ. FT. 12 0.547 ACRES 23,847 SQ. FT. 20 0.237 ACRES 10,323 SQ. FT. 16 0.151 ACRES 6,594 SQ. FT. 5 0.253 ACRES 11,040 SQ. FT. 6 0.138 ACRES 6,000 SQ. FT. 2 0.138 ACRES 6,000 SQ. FT. 4 0.138 ACRES 6,000 SQ. FT. 3 0.253 ACRES 11,004 SQ. FT. 7 0.186 ACRES 8,082 SQ. FT. 1 0.149 ACRES 6,480 SQ. FT. 11 0.179 ACRES 7,813 SQ. FT. 8 0.318 ACRES 13,855 SQ. FT. 12 0.179 ACRES 7,797 SQ. FT. 9 0.149 ACRES 6,480 SQ. FT. 13 0.368 ACRES 16,022 SQ. FT. 10 0.149 ACRES 6,480 SQ. FT. 14 0.141 ACRES 6,150 SQ. FT. 2 0.141 ACRES 6,150 SQ. FT. 3 0.202 ACRES 8,797 SQ. FT. 1 0.160 ACRES 6,965 SQ. FT. 2 0.149 ACRES 6,480 SQ. FT. 3 0.149 ACRES 6,480 SQ. FT. 0.245 ACRES 10,687 SQ. FT. 10 0.149 ACRES 6,480 SQ. FT. 0.130 ACRES 5,645 SQ. FT. 1 0.130 ACRES 5,645 SQ. FT. 2 1718 0.831 ACRES 36,207 SQ. FT. 31 0.202 ACRES 8,790 SQ. FT. 7 0.134 ACRES 5,852 SQ. FT. 3 0.238 ACRES 10,347 SQ. FT. 6 0.204 ACRES 8,898 SQ. FT. 50.210 ACRES 9,158 SQ. FT. 4 0.179 ACRES 7,785 SQ. FT. 1 0.148 ACRES 6,427 SQ. FT. 2 A C D B I S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' S2 7 ° 3 0 ' 0 9 " E 12 3 . 7 4 ' S2 2 ° 3 6 ' 1 4 " E 12 9 . 0 3 ' N1 7 ° 4 2 ' 1 9 " W 13 9 . 5 9 ' N1 2 ° 4 8 ' 2 4 " W 15 5 . 8 2 ' S7 ° 5 4 ' 3 0 " E 13 0 . 7 5 ' 47 . 6 2 ' S3 ° 0 0 ' 3 5 " E 12 2 . 8 1 ' S1 ° 5 3 ' 2 0 " W 12 0 . 0 1 ' S2 ° 1 0 ' 2 8 " W 12 0 . 0 0 ' S 8 7 ° 4 9 ' 3 2 " E S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 3 . 0 0 ' 50.00'50.00' 50.00'50.00' S3 0 ° 1 2 ' 5 2 " E 13 2 . 9 8 ' 50.00'50.00'50.00'50.00'50.00'50.00'50.00'54.81'59.33'60.69'66.51' 50.00'50.00'50.00'50.00'50.00'50.00'50.00' 318.87' 63.04' S3 0 ° 1 2 ' 5 2 " E 13 3 . 0 2 ' 48.31'48.31'48.31' 48.31' 48.31' 48.31' 47 . 0 8 ' 59 . 6 6 ' 58 . 7 3 ' 50 . 5 0 ' N59°50'17"E 2.82' N59°50'17"E 95.00' N3 0 ° 1 6 ' 0 0 " W 79 . 7 5 ' N65°02'58"E 121.99' S70°27'4 5 " W 120.00' S70°27'4 5 " W 120.00' S70°27'4 5 " W 120.00' 120.00' 120.00' 120.00' 124.69' 68 . 6 8 ' 53 . 8 8 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 63 . 6 0 ' S1 9 ° 3 2 ' 1 5 " E 21.43' N59°50'17"E 91.10' S59°50'17"W 120.00' N70°27'4 5 " E 120.00' N70°27'4 5 " E 120.00' N70°27'4 5 " E 120.00' S70°27'4 5 " W 120.00' N70°27'4 5 " E 120.00' S70°27'4 5 " W 120.00' S69°09'12 " W 120.12' S60°50'33"W 126.35' N52°31'53"E 120.12' 65 . 2 6 ' 52 . 2 9 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' S2 2 ° 4 3 ' 1 5 " E 48 . 2 8 ' 19 . 5 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 42 . 1 2 ' S59°50'17"W 89.99' N1 9 ° 3 2 ' 1 5 " W 35 9 . 7 8 ' S1 9 ° 3 2 ' 1 5 " E 35 9 . 7 8 ' S 3 8 ° 4 6 ' 4 0 " E 6 5 . 2 6 ' N2 4 ° 3 4 ' 2 0 " W 50.00'40.00'50.00' S59°50'17"W 50.00' 11.54' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 12 0 . 0 0 ' N2 4 ° 4 3 ' 0 5 " W 12 0 . 0 0 ' 77.07'50.00'50.00'50.00'49.05'N 8 7 ° 4 9 ' 3 2 " W 57 . 7 5 ' 40 . 8 4 ' 48 . 8 9 ' S 8 7 ° 4 9 ' 3 2 " E 14 2 . 1 8 ' S70°27'4 5 " W 141.22' 6.11' S8 7 ° 4 9 ' 3 2 " E 14 1 . 9 3 ' N 8 7 ° 4 9 ' 3 2 " W 14 0 . 4 6 ' S70°27'4 5 " W 120.00' 3.33' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 54 . 0 0 ' 50 . 8 7 ' 35 . 2 5 ' 53 . 4 1 ' 92 . 3 0 ' 55 . 0 0 ' 55 . 0 0 ' 13.08' 50 . 6 7 ' N70°27'4 5 " E 120.00' S70°27'4 5 " W 120.00' S70°27'4 5 " W 120.00' S 6 6 ° 0 9 ' 5 5 " E 5 6 . 0 7 ' 51 . 9 1 ' S 8 7 ° 4 9 ' 3 2 " E 47 . 0 8 ' N2 ° 5 1 ' 3 5 " W 56 . 9 8 ' S8 5 ° 2 9 ' 0 5 " W 12 6 . 0 7 ' S8 7 ° 4 9 ' 3 2 " E 12 3 . 0 0 ' N 8 7 ° 4 9 ' 3 2 " W 12 3 . 0 0 ' N 8 7 ° 4 9 ' 3 2 " W 12 3 . 0 0 ' S 8 7 ° 4 9 ' 3 2 " E 12 3 . 0 0 ' S8 7 ° 4 9 ' 3 2 " E 12 3 . 0 0 ' N 8 7 ° 4 9 ' 3 2 " W 12 3 . 0 0 ' N 8 3 ° 0 2 ' 0 2 " W 1 2 5 . 0 8 ' S 7 7 ° 5 1 ' 0 9 " E 1 2 3 . 0 1 ' S 7 2 ° 0 0 ' 1 3 " E 1 2 6 . 5 3 ' S 6 6 ° 0 9 ' 1 6 " E 1 2 3 . 0 1 ' S 6 0 ° 1 8 ' 2 0 " E 1 2 5 . 7 0 ' S 5 4 ° 2 7 ' 2 3 " E 1 2 3 . 0 1 ' N 4 8 ° 3 6 ' 2 7 " W 1 2 6 . 5 3 ' S 4 2 ° 4 5 ' 3 0 " E 1 2 3 . 7 3 ' S 3 6 ° 5 4 ' 3 3 " E 1 2 7 . 1 4 ' N3 1 ° 0 3 ' 3 7 " W 12 3 . 0 7 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 2 . 9 1 ' 50.00'51.62'60.86'60.85' 60.79' 60.79 ' 60.71 ' 60.7 1 ' 60.7 9 ' 60. 7 9 ' 53. 7 4 ' 58 . 7 5 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 62 . 3 0 ' 47.87'42.32' 9.04' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 50 . 0 0 ' 9.75' N3 0 ° 0 9 ' 4 3 " W 12 2 . 3 9 ' S3 0 ° 0 9 ' 4 3 " E 93 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 93 . 0 0 ' N59°50'17"E N 5 9 ° 2 3 ' 1 1 " W 1 4 0 . 9 7 ' S 5 9 ° 2 3 ' 1 1 " E 1 3 3 . 5 8 ' N 5 9 ° 2 3 ' 1 1 " W 1 3 3 . 2 5 ' N2 2 ° 1 1 ' 2 8 " W 12 6 . 1 5 ' S10 ° 2 8 ' 4 3 " W 137 . 5 4 ' S48°22'40 " W 130.17' N81 ° 0 2 ' 5 1 " E 131. 2 5 ' 4 5 . 0 0 ' 4 5 . 0 0 ' 4 5 . 0 0 ' N 5 9 ° 2 3 ' 1 1 " W 9 8 . 0 0 ' 35.00 ' N59°50'17"E 96.69' N3 0 ° 0 9 ' 4 3 " W N 5 7 ° 4 9 ' 2 9 " W 12 4 . 4 5 ' N30° 3 6 ' 4 9 " E 125.4 5 'N30° 3 6 ' 4 9 " E 125.4 5 'S30° 3 6 ' 4 9 " W 125.4 5 ' 1 9 . 1 5 ' 2 5 . 8 5 ' S57°39'00"W 106.77' S57°39'00"W 110.29' 111 . 3 1 ' N2 ° 1 0 ' 2 8 " E 76 . 1 2 ' S2 ° 1 0 ' 2 8 " W 35 3 . 1 0 ' S59°50'17"W 90.19' S1 9 ° 3 2 ' 1 5 " E 35 9 . 7 8 ' S3 0 ° 1 2 ' 5 2 " E 19 8 . 4 3 ' N59°50'17"E 815.95' S1 9 ° 3 2 ' 1 5 " E 31 1 . 6 2 ' S2 ° 1 0 ' 2 8 " W 26 8 . 7 9 ' S3 0 ° 0 9 ' 4 3 " E 37 6 . 2 7 ' S 5 9 ° 2 3 ' 1 1 " E S59°50'17"W 391.60' S59°50'17"W 73.00' S3 0 ° 0 9 ' 4 3 " E 50 . 4 3 ' S8 7 ° 4 9 ' 3 2 " E 19 1 . 0 8 ' N2 ° 1 0 ' 2 8 " E 52 9 . 2 2 ' S1 0 ° 1 0 ' 2 5 " E 59 . 0 3 ' N46°57'33 " E N35°0 9 ' 1 5 " E N24° 1 4 ' 0 6 " E N11 ° 4 5 ' 2 8 " E N2 ° 1 0 ' 2 8 " E 0.9928 AC. BERNARD SCHLEDER DOC2007093914 OPRWC 1.0 AC. BERNARD SCHLEDER DOC2006041812 OPRWC SUN CITY NEIGHBORHOOD EIGHTY-SEVEN DOC# 2018109979 OPRWC SUN CITY NEIGHBORHOOD DOC# 2017080679 OPRWC QUIT CLAIM DEED 314.54 ACRES BERRY CREEK (GEORGETOWN), ALKI IX, LLC DOC# 2018106295 OPRWC PARTITION DEED 312.50 ACRES DOC# 2012080146 OPRWC C21 C22 C23 C 4 8 C4 9 C5 0 C51 C 5 2 C5 3 C5 4 C55 C 5 6 C5 7 C5 8 C59 C 6 0 C6 1 C6 2 C63 C64 C 6 5 C6 6 C67 C 6 9 C70 C72 C73 C7 4 C75 C7 6 C 7 7 C78 C 7 9 C80 C81 C8 2 C95 C96 C 9 7 C98 C1 0 7 C1 0 8 C10 9 C11 0 C111 C1 1 3 C1 1 4 C11 5 C1 1 6 S30° 3 6 ' 4 9 " W 168.6 9 ' 73' ROW 36.5' 36.5' 73' ROW 36.5'36.5' 94 ' R O W 47 ' 47 ' 50 ' R O W 25 ' 25 ' 50 ' R O W 25 ' 25 ' L9 L1 0 PH A S E 2 PH A S E 1 PHASE 1 37.95' 32.10' 3 9.31' 4 2.5 0' 4 7.9 8 ' 4 7 .9 8 ' 4 7 .9 8 ' 4 7 .9 8 ' 4 7 .9 8 ' 4 7 .9 8 ' 4 7 .9 8 ' 4 7 .9 8 ' 7.37' 14.47'4 8.37 ' 3 2 .6 3 '34.21' 3 9 . 6 9 ' 34.21' 3 1.7 9' 1 3 5 .9 4 ' 1 5 8.7 8' 47.14' 4 7 .14 ' 16.58' 118.29' 0.440 ACRES 19,173 SQ. FT. 10 1.064 ACRES 46,345 SQ. FT. 1 2 2 4 . 5 1 ' S31° 3 9 ' 2 7 " W 412.9 9 ' S2 5 ° 5 0 ' 3 3 " E S 5 7 ° 2 4 ' 0 7 " E 1 2 6 . 1 0 ' N78° 2 1 ' 3 2 " E 108. 4 6 ' N57°15'32"E 44.03' N51°01'58"E 71.34' N13 ° 5 6 ' 3 2 " E 10 7 . 2 8 ' 62. 6 3 ' 46. 9 7 ' 46. 9 7 ' C4 C5 L 1 S2°10'28"W 29.27' N31° 3 9 ' 2 7 " E 440.2 5 ' OP E N S P A C E OPEN SPACE OP E N S P A C E OP E N S P A C E 22.85' CO W B O Y C A N Y O N D R STREET E ST R E E T G SH E L L S P U R R O A D STR E E T B 78.09' BONNET LN (3 4 6 ) (3 5 6 ) (3 6 1 ) (3 6 9 ) (1 7 2 ) (4 1 7 ) (4 2 5 ) (5 3 2 ) (6 8 9 ) WILFORD SCHNEIDER ET.UX. TO M.A. MUELLER ET.UX. 24' WIDE EASEMENT 569/742 (EASEMENT 24' X 4351.9') S31° 3 9 ' 2 7 " W 440.2 5 ' N 5 9 ° 5 1 ' 1 4 " W 3 1 8 . 5 5 ' N59°50'17"E 475.25' N31°39'27"E 29.74' N2 ° 1 0 ' 2 8 " E 76 . 1 2 ' N2°10'28"E 50.00' N2 ° 1 0 ' 2 8 " E 32 3 . 8 3 ' N 6 7 ° 0 9 ' 5 7 " W 2 1 8 . 0 8 ' N 5 5 ° 2 3 ' 1 3 " W 1 7 6 . 0 7 ' N 3 6 ° 3 1 ' 4 8 " W 1 6 3 . 7 7 ' S59°50'17"W 1414.44' C1 C 2 C3 C 1 6 C19 P.O.B. 82 0 8 0 0 8 1 0 8 2 0 810 800 8 0 0 80 0 810 HERITAGE TREE TABLE POINT NO. 5916 5935 5943 5960 6638 6738 6753 10128 10132 10462 DESCRIPTION 33" LIVE OAK 40" LIVE OAK 34" OAK 27" LIVE OAK 30" POST OAK 35" POST OAK 28" POST OAK 31" LIVE OAK 47" LIVE OAK 29" LIVE OAK (TAG NO.) 346 356 361 369 172 417 425 532 533 689 STATUS TO REMAIN TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO REMAIN TO BE REMOVED TO REMAIN TO BE REMOVED TO REMAIN San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 Copyright © 2018 Kimley-Horn and Associates, Inc. All rights reserved DW G N A M E : K: \ S A U _ C I V I L \ 0 6 7 7 8 2 8 0 5 B E R R Y C R E E K H I G H L A N D S \ C A D \ P R E L I M I N A R Y \ P L A N S H E E T S \ B E R R Y C R E E K P L A T . D W G P L O T T E D B Y HO L L O W A Y , S I E R R A 10 / 3 1 / 2 0 1 9 1 : 5 8 P M L A S T S A V E D 10 / 3 1 / 2 0 1 9 1 : 5 7 P M Scale Drawn by ORB1" = 100' Checked by Date Sheet No. San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 JGM 067782805 4 OF 9 GRAPHIC SCALE IN FEET 0100 50 100 200 1" = 100'@ 24X18 N O R T H SE E S H E E T 3 SEE SHEET 5 CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 300 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (737) 202-3202 FAX: (512) 418-1791 CONTACT: HARRISON, HUDSON P.E. OWNER/DEVELOPER: BERRY CREEK (GEORGETOWN) ASLI IX, LLC 923 N. PENNSYLVANIA AVENUE WINTER PARK, FL 32789 SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6330 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: GREG MOSIER, R.P.L.S. TBM# 101 "(" SET IN HEADWALL OF CULVERT LOCATED IN THE MEDIAN OF STATE HIGHWAY AND BUNNET LANE. ELEVATION =821.82 FEET (AS SHOWN) BENCHMARK City Project Number: 2019-9-PP KHA Project No. LEGEND IRSC 1/2" IRON ROD W/ "KHA" CAP SET OPRWC OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY TEXAS P.O.C.POINT OF COMMENCING P.O.B.POINT OF BEGINNING D.E.DRAINAGE EASEMENT SIDEWALK 1/2" IRON ROD FOUND W/ CAPIRFC ROW RIGHT OF WAY W.W.E.WASTEWATER EASEMENT S.D.E.SIGHT DISTANCE EASEMENT PHASE LINE/MATCH LINE B.L.BUILDING LINE A BLOCK LABEL HERITAGE TREE TO BE REMOVED HERITAGE TREE TO REMAIN BERRY CREEK HIGHLANDS PHASE 1 AND 2 PRELIMINARY PLAT 68.018 ACRES SITUATED IN BURRELL EAVES SURVEY ABSTRACT NO. 216 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS GENERAL INFORMATION: TOTAL ACREAGE........................................................68.018 ACRES TOTAL LINEAR FEET OF ROW...................................13,013' LINEAR FOOT OF 50' ROW.........................................7,530' ACREAGE OF ROW.....................................................18.635 ACRES NUMBER OF SINGLE FAMILY LOTS..........................202 ACREAGE OF SINGLE FAMILY LOTS........................31.884 ACRES NUMBER OF NON-RESIDENTIAL LOTS.....................2 ACREAGE OF NON-RESIDENTIAL LOTS...................1.311 ACRES NUMBER OF OPEN SPACE LOTS...............................9 ACREAGE OF OPEN SPACE LOTS.............................4.386 ACRES NUMBER OF DRAINAGE LOTS....................................2 ACREAGE OF DRAINAGE LOTS..................................11.802 ACRES TOTAL NUMBER OF LOTS...........................................215 TOTAL NUMBER OF BLOCKS.......................................12 OCT 2019 Page 19 of 106 0.157 ACRES 6,859 SQ. FT. 9 5,946 SQ. FT. 0.155 ACRES 6,750 SQ. FT. 10 0.155 ACRES 6,750 SQ. FT. 11 0.155 ACRES 6,771 SQ. FT. 15 0.155 ACRES 6,750 SQ. FT. 14 0.143 ACRES 6,230 SQ. FT. 18 0.156 ACRES 6,790 SQ. FT. 16 0.155 ACRES 6,770 SQ. FT. 17 0.141 ACRES 6,150 SQ. FT. 19 0.154 ACRES 6,725 SQ. FT. 13 0.154 ACRES 6,725 SQ. FT. 12 0.547 ACRES 23,847 SQ. FT. 20 0.141 ACRES 6,149 SQ. FT. 13 0.160 ACRES 6,964 SQ. FT. 13 0.197 ACRES 8,580 SQ. FT. 10 0.127 ACRES 5,535 SQ. FT. 9 0.127 ACRES 5,535 SQ. FT. 8 0.173 ACRES 7,521 SQ. FT. 11 0.248 ACRES 10,815 SQ. FT. 7 0.188 ACRES 8,192 SQ. FT. 12 0.130 ACRES 5,648 SQ. FT. 6 0.147 ACRES 6,425 SQ. FT. 24 0.194 ACRES 8,471 SQ. FT. 16 0.130 ACRES 5,645 SQ. FT. 1 0.130 ACRES 5,645 SQ. FT. 3 0.130 ACRES 5,645 SQ. FT. 2 0.130 ACRES 5,645 SQ. FT. 5 0.130 ACRES 5,645 SQ. FT. 4 0.161 ACRES 7,035 SQ. FT. 15 0.167 ACRES 7,280 SQ. FT. 14 0.244 ACRES 10,647 SQ. FT. 17 0.208 ACRES 9,065 SQ. FT. 18 0.216 ACRES 9,427 SQ. FT. 19 0.202 ACRES 8,789 SQ. FT. 20 0.204 ACRES 8,898 SQ. FT. 21 0.131 ACRES 5,721 SQ. FT. 22 0.130 ACRES 5,660 SQ. FT. 28 0.151 ACRES 6,589 SQ. FT. 23 0.127 ACRES 5,535 SQ. FT. 29 0.127 ACRES 5,535 SQ. FT. 30 0.151 ACRES 6,578 SQ. FT. 26 0.831 ACRES 36,207 SQ. FT. 31 0.146 ACRES 6,357 SQ. FT. 25 0.145 ACRES 6,330 SQ. FT. 27 0.137 ACRES 5,978 SQ. FT. 14 0.135 ACRES 5,871 SQ. FT. 18 0.149 ACRES 6,471 SQ. FT. 15 0.127 ACRES 5,535 SQ. FT. 20 0.202 ACRES 8,790 SQ. FT. 7 0.127 ACRES 5,535 SQ. FT. 22 0.127 ACRES 5,535 SQ. FT. 21 0.135 ACRES 5,881 SQ. FT. 16 0.128 ACRES 5,562 SQ. FT. 17 0.142 ACRES 6,185 SQ. FT. 19 0.202 ACRES 8,802 SQ. FT. 13 0.292 ACRES 12,717 SQ. FT. 12 0.156 ACRES 6,817 SQ. FT. 10 0.205 ACRES 8,916 SQ. FT. 11 0.130 ACRES 5,668 SQ. FT. 9 0.240 ACRES 10,467 SQ. FT. 8 0.134 ACRES 5,852 SQ. FT. 3 0.238 ACRES 10,347 SQ. FT. 6 0.204 ACRES 8,898 SQ. FT. 50.210 ACRES 9,158 SQ. FT. 4 0.179 ACRES 7,785 SQ. FT. 1 0.148 ACRES 6,427 SQ. FT. 2 E F 124.69' 68 . 6 8 ' N52°31'53"E 120.12' S59°50'17"W 89.99' S 3 8 ° 4 6 ' 4 0 " E 6 5 . 2 6 ' N2 4 ° 3 4 ' 2 0 " W 1 2 5 . 0 8 ' S 7 7 ° 5 1 ' 0 9 " E 1 2 3 . 0 1 ' S 7 2 ° 0 0 ' 1 3 " E 1 2 6 . 5 3 ' S 6 6 ° 0 9 ' 1 6 " E 1 2 3 . 0 1 ' S 6 0 ° 1 8 ' 2 0 " E 1 2 5 . 7 0 ' S 5 4 ° 2 7 ' 2 3 " E 1 2 3 . 0 1 ' N 4 8 ° 3 6 ' 2 7 " W 1 2 6 . 5 3 ' S 4 2 ° 4 5 ' 3 0 " E 1 2 3 . 7 3 ' S 3 6 ° 5 4 ' 3 3 " E 1 2 7 . 1 4 ' N3 1 ° 0 3 ' 3 7 " W 12 3 . 0 7 ' N3 0 ° 0 9 ' 4 3 " W 12 3 . 0 0 ' S3 0 ° 0 9 ' 4 3 " E 12 2 . 9 1 ' 50.00'51.62'60.86'60.85' 60.79' 60.79 ' 60.71 ' 60.7 1 ' 60.7 9 ' 60. 7 9 ' 53. 7 4 ' 58 . 7 5 ' 47.87'42.32' N3 0 ° 0 9 ' 4 3 " W 12 2 . 3 9 ' 50.00' 44.49' S3 0 ° 0 9 ' 4 3 " E 93 . 0 0 ' N3 0 ° 0 9 ' 4 3 " W 93 . 0 0 ' N59°50'17"E N 5 9 ° 2 3 ' 1 1 " W 1 4 0 . 9 7 ' S 5 9 ° 2 3 ' 1 1 " E 1 3 3 . 5 8 ' N 5 9 ° 2 3 ' 1 1 " W 1 3 3 . 2 5 ' N2 2 ° 1 1 ' 2 8 " W 12 6 . 1 5 ' S10 ° 2 8 ' 4 3 " W 137 . 5 4 ' S48°22'40 " W 130.17' N81 ° 0 2 ' 5 1 " E 131. 2 5 ' S 5 9 ° 2 3 ' 1 1 " E 1 2 3 . 7 7 ' N 5 9 ° 2 3 ' 1 1 " W 1 3 4 . 5 5 ' N 5 9 ° 2 3 ' 1 1 " W 1 5 8 . 0 0 ' 38.29 ' N 5 9 ° 2 3 ' 1 1 " W 4 5 . 5 7 ' S30° 3 6 ' 4 9 " W N51°08'19"E 127.83' S8 3 ° 3 6 ' 0 4 " W 134 . 1 7 ' S83 ° 3 6 ' 0 4 " W 139 . 4 2 ' S83 ° 3 6 ' 0 4 " W 138 . 3 9 ' S83 ° 3 6 ' 0 4 " W 123 . 0 0 ' N8 3 ° 3 6 ' 0 4 " E 124 . 2 1 ' N8 6 ° 1 6 ' 2 6 " E 12 6 . 0 5 ' N 8 7 ° 0 3 ' 4 4 " W 12 3 . 0 0 ' N 8 7 ° 0 3 ' 4 4 " W 12 3 . 0 0 ' N 8 7 ° 0 3 ' 4 4 " W 12 3 . 0 0 ' S1°50'36"W 13.43' 45.00 ' 45.0 0 ' 88.6 3 ' 45 . 0 0 ' 45 . 0 0 ' 45 . 0 0 ' 28 . 9 1 ' 45 . 0 0 ' 45 . 0 0 ' 21 . 5 5 ' 41 . 2 5 ' 45 . 0 0 ' 45 . 0 0 ' 42 . 8 4 ' 2 6 . 9 7 ' 4 5 . 0 0 ' 4 5 . 0 0 ' 4 5 . 0 0 ' 4 5 . 0 0 ' 4 5 . 0 0 ' N 5 9 ° 2 3 ' 1 1 " W 9 8 . 0 0 ' 35.0 0 ' 11.66' N59°50'17"E 96.69' N3 0 ° 0 9 ' 4 3 " W 52 . 0 8 ' N2 ° 5 6 ' 1 6 " E 12 3 . 0 0 ' N2 ° 5 6 ' 1 6 " E 12 3 . 0 0 ' S2 ° 5 6 ' 1 6 " W 12 3 . 0 0 ' N4 ° 2 0 ' 2 0 " E 123 . 1 3 ' S11 ° 4 9 ' 0 3 " W 128 . 4 3 ' N19 ° 1 7 ' 4 7 " E 131 . 5 3 ' S21 ° 4 4 ' 1 3 " W 139 . 1 4 ' S21 ° 4 4 ' 1 3 " W 146 . 4 0 ' N21 ° 4 4 ' 1 3 " E 135 . 4 3 ' S21 ° 4 4 ' 1 3 " W 126 . 0 1 ' S56°50'09"W 130.34' S8 9 ° 3 0 ' 2 0 " W 13 1 . 0 7 ' N 5 7 ° 4 9 ' 2 9 " W 1 4 2 . 7 1 ' S2 5 ° 0 9 ' 1 9 " E 12 4 . 4 5 ' S7° 3 0 ' 5 2 " W 156 . 1 9 ' S21 ° 4 4 ' 1 3 " W 142 . 9 2 ' S21 ° 4 4 ' 1 3 " W 165 . 2 4 ' S21 ° 4 4 ' 1 3 " W 158 . 2 6 ' N21 ° 4 4 ' 1 3 " E 151 . 2 3 ' N6° 2 0 ' 1 2 " E 140 . 5 8 ' N2 ° 5 6 ' 1 6 " E 58 . 2 2 ' 45 . 0 0 ' 45 . 0 0 ' S8 3 ° 3 6 ' 0 4 " W 123 . 0 0 ' N8 3 ° 3 6 ' 0 4 " E 123 . 0 0 ' S83 ° 3 6 ' 0 4 " W 123 . 0 0 ' S30° 3 6 ' 4 9 " W 125.9 5 'N30° 3 6 ' 4 9 " E 125.4 5 'N30° 3 6 ' 4 9 " E 125.4 5 'S30° 3 6 ' 4 9 " W 125. 4 5 'N30° 3 6 ' 4 9 " E 125.4 5 'N30° 3 6 ' 4 9 " E 125. 4 5 'S30° 3 6 ' 4 9 " W 125.4 5 ' 1 9 . 1 5 ' 2 5 . 8 5 ' 4 5 . 0 0 ' 8 . 5 3 ' 3 6 . 4 7 ' 9 . 0 8 ' 3 5 . 9 2 ' 9 . 6 2 ' 3 5 . 3 8 ' 1 0 . 1 7 ' 3 4 . 8 3 ' 2.92' 38. 2 8 ' S57°39'00"W 106.77' S57°39'00"W 110.29' S10 ° 0 4 ' 5 3 " W 111 . 3 1 ' S1 7 ° 1 2 ' 2 0 " E 10 7 . 2 7 ' S 4 9 ° 0 7 ' 2 2 " E 6 4 . 9 5 ' S57°00'44"E 45.57' 4 5 . 5 8 ' 4 5 . 5 8 ' 4 5 . 5 8 ' 5 0 . 3 9 ' 5 9 . 4 3 ' 59 . 0 4 ' 47 . 5 2 ' 45 . 0 0 ' 45 . 0 0 ' 45 . 0 0 ' 45 . 0 0 ' 36 . 5 6 ' 44 . 4 0 ' 10 4 . 6 3 ' 4 5 . 0 0 ' 4 5 . 0 0 ' 1 7 . 8 7 ' 4 5 . 0 0 ' 3 0 . 3 1 ' S2 ° 5 6 ' 1 6 " W 83 . 0 0 ' S59°50'17"W 90.19' S3 0 ° 0 9 ' 4 3 " E 37 6 . 2 7 ' S 8 7 ° 0 3 ' 4 4 " E 40 3 . 3 6 ' N 8 7 ° 0 3 ' 4 4 " W 28 2 . 7 9 ' S2 ° 5 6 ' 1 6 " W 26 0 . 8 6 ' S6 ° 2 3 ' 5 6 " E 21 1 . 3 9 ' S 5 9 ° 2 3 ' 1 1 " E 3 2 2 . 2 6 ' N 8 7 ° 0 3 ' 4 4 " W 20 1 . 1 1 ' N 6 8 ° 1 5 ' 4 7 " W 1 6 1 . 9 2 ' S 7 7 ° 2 5 ' 2 6 " E N46°57'33 " E N35°0 9 ' 1 5 " E N24 ° 1 4 ' 0 6 " E N11 ° 4 5 ' 2 8 " E OPRWC QUIT CLAIM DEED 314.54 ACRES BERRY CREEK (GEORGETOWN), ALKI IX, LLC DOC# 2018106295 OPRWC PARTITION DEED 312.50 ACRES DOC# 2012080146 OPRWC QUIT CLAIM DEED 314.54 ACRES BERRY CREEK (GEORGETOWN), ALKI IX, LLC DOC# 2018106295 OPRWC PARTITION DEED 312.50 ACRES DOC# 2012080146 OPRWC C5 0 C51 C 5 2 C5 3 C59 C 6 0 C 6 9 C70 C72 C73 C78 C 7 9 C80 C81 C8 2 C 8 3 C 8 4 C8 5 C86 C 8 7 C 8 8 C89 C9 0 C 9 1 C 9 2 C93 C 9 4 C95 C96 C 9 7 C98 C9 9 C1 0 0 C1 0 1 C10 2 C1 0 3 C111 C1 1 3 C1 1 4 C11 5 C 1 1 7 C118 C 1 1 9 C1 2 0 C 1 2 1 S30° 3 6 ' 4 9 " W 168.6 9 ' 50 ' R O W 25 ' 25 ' 60 ' R O W 30 ' 30 ' 73' ROW 36.5'36.5' PH A S E 2 PH A S E 1 PHASE 1 4 7 4 7 .9 8 ' 4 7 .9 8 ' 4 7 .9 8 ' 4 7 .9 8 ' 4 7 .9 8 ' 4 7 .9 8 ' 4 7 .9 8 ' 7.37' 14.95' 14.47'4 8.37 ' 3 2 .6 3 '34.21' 3 9 . 6 9 ' 34.21' 3 1.7 9' 4 7 .5 0 '18.66' 4 2.61' 5 1 . 6 2 ' 34.28 ' 5 1 .0 3' 5 .1 9 ' 37.80' 15.16' 7.95' 1 3 5 .9 4 ' 4 2.4 2' 4 2 . 4 2' 7 9 . 9 9 ' 13.84' 1 8 . 0 4 ' 7 3.9 2' 16.31' 4 7 .1 16.58' 2.522 ACRES 109,842 SQ. FT. 23 N8 ° 1 3 ' 1 6 " W 25 7 . 9 4 ' N2 2 ° 5 3 ' 4 2 " W 18 2 . 8 4 ' N3 1 ° 5 7 ' 2 7 " W 17 6 . 2 9 ' N56°54'36"E 53.90' N 8 7 ° 0 3 ' 4 4 " W 12 3 . 0 0 ' S2 ° 5 6 ' 1 6 " W S7 ° 5 6 ' 2 8 " E S12 ° 2 8 ' 5 5 " W S2 5 ° 5 0 ' 3 3 " E S2 5 ° 5 0 ' 3 3 " E S 5 7 ° 2 4 ' 0 7 " E 1 2 6 . 1 0 ' N78° 2 1 ' 3 2 " E 108. 4 6 ' N57°15'32"E 44.03' N51°01'58"E 71.34' N13 ° 5 6 ' 3 2 " E 42 . 6 7 ' 10 7 . 2 8 ' 62. 6 3 ' 46. 9 7 ' 46. 9 7 ' 12 1 . 4 2 ' 10 7 . 2 2 ' 47. 5 6 ' 47. 5 6 ' 47. 5 6 ' 45 . 0 2 ' 49 . 9 6 ' 57 . 2 5 ' 45 . 0 0 ' 45 . 0 0 ' 45 . 0 0 ' C4 C5 C 6 C7 L 1 L2 S2°10'28"W 29.27' 5.55' OPEN SPACE OPEN SPACE 10.54' 23.55' CO W B O Y C A N Y O N D R S T R E E T A ST R E E T B S T R E E T B C O W B O Y C A N Y O N D R STR E E T B (3 5 6 ) (3 6 1 ) (5 3 2 ) (5 3 3 ) (7 5 4 ) (7 5 5 ) (7 6 2 ) (7 6 9 ) (7 9 7 ) (7 9 8 ) (8 0 1 ) (8 0 9 ) (1 0 2 1 ) (1 0 2 6 ) (1 0 4 0 ) (1 0 4 4 ) N 6 7 ° 0 9 ' 5 7 " W 2 1 8 . 0 8 ' N 5 5 ° 2 3 ' 1 3 " W 1 7 6 . 0 7 ' N 3 6 ° 3 1 ' 4 8 " W 1 6 3 . 7 7 ' N29°48'10"W 60.00' N34°58'18"W 54.41' S44°35'2 3 " W 99.35' N44°25'14"W 57.74' N46°09'49"W 42.27'N44°35'2 3 " E 114.85' S2 ° 5 6 ' 1 6 " W 30 0 . 0 0 ' S13°11'05"W 30.94' S87°03'44"E 20.58' S 8 7 ° 0 3 ' 4 4 " E 50 . 0 0 ' S 8 7 ° 0 3 ' 4 4 " E 19 8 . 0 0 ' S 8 6 ° 5 2 ' 1 9 " E 50 . 0 0 ' C 8 C 9 C1 0 C11 C 1 2 C13 C 1 4 C 1 5 C 1 6 S87°03'44"E 20.58' 810 8 0 0 800 8 0 0 80 0 80 0 790 7 9 0 810 79 0 STATUS TO BE REMOVED TO BE REMOVED TO BE REMOVED TO REMAIN HERITAGE TREE TABLE POINT NO. 5935 5943 10128 10132 10590 10591 10598 10632 10660 10661 10664 10672 11542 11547 11618 11625 11627 DESCRIPTION 40" LIVE OAK 34" OAK 31" LIVE OAK 47" LIVE OAK 39" LIVE OAK 32" LIVE OAK 30" LIVE OAK 32" LIVE OAK 34" LIVE OAK 28" LIVE OAK 29" LIVE OAK 30" LIVE OAK 26" LIVE OAK 49" LIVE OAK 26" LIVE OAK 26" LIVE OAK 40" LIVE OAK (TAG NO.) 356 361 532 533 754 755 762 769 797 798 801 809 1021 1026 1036 1040 1044 TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO BE REMOVED TO BE REMOVED TO BE REMOVED TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 Copyright © 2018 Kimley-Horn and Associates, Inc. All rights reserved DW G N A M E : K: \ S A U _ C I V I L \ 0 6 7 7 8 2 8 0 5 B E R R Y C R E E K H I G H L A N D S \ C A D \ P R E L I M I N A R Y \ P L A N S H E E T S \ B E R R Y C R E E K P L A T . D W G P L O T T E D B Y HO L L O W A Y , S I E R R A 10 / 3 1 / 2 0 1 9 1 : 5 8 P M L A S T S A V E D 10 / 3 1 / 2 0 1 9 1 : 5 7 P M Scale Drawn by ORB1" = 100' Checked by Date Sheet No. San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 JGM 067782805 5 OF 9 SEE SHEET 4 SE E S H E E T 3 SEE SHEET 6 CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 300 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (737) 202-3202 FAX: (512) 418-1791 CONTACT: HARRISON, HUDSON P.E. OWNER/DEVELOPER: BERRY CREEK (GEORGETOWN) ASLI IX, LLC 923 N. PENNSYLVANIA AVENUE WINTER PARK, FL 32789 SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6330 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: GREG MOSIER, R.P.L.S. City Project Number: 2019-9-PP KHA Project No. TBM# 101 "(" SET IN HEADWALL OF CULVERT LOCATED IN THE MEDIAN OF STATE HIGHWAY AND BUNNET LANE. ELEVATION =821.82 FEET (AS SHOWN) BENCHMARK GRAPHIC SCALE IN FEET 0100 50 100 200 1" = 100'@ 24X18 N O R T H LEGEND IRSC 1/2" IRON ROD W/ "KHA" CAP SET OPRWC OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY TEXAS P.O.C.POINT OF COMMENCING P.O.B.POINT OF BEGINNING D.E.DRAINAGE EASEMENT SIDEWALK 1/2" IRON ROD FOUND W/ CAPIRFC ROW RIGHT OF WAY W.W.E.WASTEWATER EASEMENT S.D.E.SIGHT DISTANCE EASEMENT PHASE LINE/MATCH LINE B.L.BUILDING LINE A BLOCK LABEL HERITAGE TREE TO BE REMOVED HERITAGE TREE TO REMAIN BERRY CREEK HIGHLANDS PHASE 1 AND 2 PRELIMINARY PLAT 68.018 ACRES SITUATED IN BURRELL EAVES SURVEY ABSTRACT NO. 216 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS GENERAL INFORMATION: TOTAL ACREAGE........................................................68.018 ACRES TOTAL LINEAR FEET OF ROW...................................13,013' LINEAR FOOT OF 50' ROW.........................................7,530' ACREAGE OF ROW.....................................................18.635 ACRES NUMBER OF SINGLE FAMILY LOTS..........................202 ACREAGE OF SINGLE FAMILY LOTS........................31.884 ACRES NUMBER OF NON-RESIDENTIAL LOTS.....................2 ACREAGE OF NON-RESIDENTIAL LOTS...................1.311 ACRES NUMBER OF OPEN SPACE LOTS...............................9 ACREAGE OF OPEN SPACE LOTS.............................4.386 ACRES NUMBER OF DRAINAGE LOTS....................................2 ACREAGE OF DRAINAGE LOTS..................................11.802 ACRES TOTAL NUMBER OF LOTS...........................................215 TOTAL NUMBER OF BLOCKS.......................................12 OCT 2019 Page 20 of 106 0.130 ACRES 5,660 SQ. FT. 28 0.127 ACRES 5,535 SQ. FT. 29 0.127 ACRES 5,535 SQ. FT. 30 0.145 ACRES 6,330 SQ. FT. 0.135 ACRES 5,871 SQ. FT. 18 0.127 ACRES 5,535 SQ. FT. 20 0.127 ACRES 5,535 SQ. FT. 22 0.127 ACRES 5,535 SQ. FT. 21 5,562 SQ. FT. 0.142 ACRES 6,185 SQ. FT. 19 123 . 0 0 ' N8 3 ° 3 6 ' 0 4 " E 124 . 2 1 ' N8 6 ° 1 6 ' 2 6 " E 12 6 . 0 5 ' N 8 7 ° 0 3 ' 4 4 " W 12 3 . 0 0 ' N 8 7 ° 0 3 ' 4 4 " W 12 3 . 0 0 ' N 8 7 ° 0 3 ' 4 4 " W 12 3 . 0 0 ' 45 . 0 0 ' 45 . 0 0 ' 45 . 0 0 ' 28 . 9 1 ' N2 ° 5 6 ' 1 6 " E 12 3 . 0 0 ' N2 ° 5 6 ' 1 6 " E 12 3 . 0 0 ' S2 ° 5 6 ' 1 6 " W 12 3 . 0 0 ' N4° 2 0 ' 2 0 " E 12 3 . 1 3 ' S11 ° 4 9 ' 0 3 " W 5 9 . 4 3 ' 59 . 0 4 ' 47 . 5 2 ' 45 . 0 0 ' 45 . 0 0 ' 45 . 0 0 ' 45 . 0 0 ' S2 ° 5 6 ' 1 6 " W 83 . 0 0 ' S 8 7 ° 0 3 ' 4 4 " E 40 3 . 3 6 ' N 8 7 ° 0 3 ' 4 4 " W 28 2 . 7 9 ' S2 ° 5 6 ' 1 6 " W 26 0 . 8 6 ' N 8 7 ° 0 3 ' 4 4 " W 20 1 . 1 1 ' BRYAN THRELKELD ET UX DOC#2014039677 OPRWC 19.317 ACRES PHILIP H. ANNIS ET UX DOC# 2005100364 OPRWC 10.00 ACRES PAUL W. LANDRETH DOC#2013082663 OPRWC QUIT CLAIM DEED 314.54 ACRES BERRY CREEK (GEORGETOWN), ALKI IX, LLC DOC# 2018106295 OPRWC PARTITION DEED 312.50 ACRES DOC# 2012080146 OPRWC QUIT CLAIM DEED 314.54 ACRES BERRY CREEK (GEORGETOWN), ALKI IX, LLC DOC# 2018106295 OPRWC PARTITION DEED 312.50 ACRES DOC# 2012080146 OPRWC C8 5 C86 C 9 2 C93 C1 0 3 C118 C1 2 0 60 ' R O W 30 ' 30 ' 37.80' 15.16' N2 2 ° 5 3 ' 4 2 " W 18 2 . 8 4 ' N3 1 ° 5 7 ' 2 7 " W 17 6 . 2 9 ' N56°54'36"E 53.90' N 8 7 ° 0 3 ' 4 4 " W 12 3 . 0 0 ' S2 ° 5 6 ' 1 6 " W S7 ° 5 6 ' 2 8 " E 45 . 0 2 ' 49 . 9 6 ' 57 . 2 5 ' 45 . 0 0 ' 45 . 0 0 ' 45 . 0 0 ' C 6 C7 L2 DRAINAGE LOT 9.47 ACRES S T R E E T A C O W B O Y C A N Y O N D R (7 5 4 ) (7 5 5 ) (7 6 2 ) (7 6 9 ) (9 7 9 ) (9 8 2 ) (9 9 9 ) (1 0 0 3 ) (1 0 0 7 ) (1 0 2 1 ) (1 0 2 6 ) (1 0 3 3 ) (1 0 3 6 ) (1 0 4 0 ) (1 0 4 4 ) (1 0 5 8 ) (1 0 5 9 ) (1 0 6 6 ) N29°48'10"W 60.00' N34°58'18"W 54.41' S44°35'2 3 " W 99.35' N44°25'14"W 57.74' N46°09'49"W 42.27'N44°35'2 3 " E 114.85' N30°34'38"W 25.38' N 3 7 ° 3 9 ' 1 8 " W 1 7 3 . 9 0 ' N 3 8 ° 4 6 ' 2 4 " W 1 3 3 . 1 1 ' N2 6 ° 2 1 ' 0 6 " W 14 0 . 3 9 ' N 4 4 ° 5 9 ' 4 9 " W 1 9 0 . 2 4 ' N68°47'03 " E 395.04' N68°45'16"E 43.72' N68°40'53 " E 214.93' S2 1 ° 0 9 ' 5 2 " E 35 0 . 0 0 ' S1 8 ° 4 9 ' 0 1 " E 98 . 2 7 ' S2 ° 5 1 ' 5 9 " E 97 . 1 7 ' S2 ° 5 6 ' 1 6 " W 30 0 . 0 0 ' S13°11'05"W 30.94' S87°03'44"E 20.58' S 8 7 ° 0 3 ' 4 4 " E 50 . 0 0 ' S 8 7 ° 0 3 ' 4 4 " E 19 8 . 0 0 ' S 8 6 ° 5 2 ' 1 9 " E 50 . 0 0 ' C 8 C 9 C1 0 C11 C 1 2 C13 C 1 4 S87°03'44"E 20.58' 80 0 790 7 9 0 780 79 0 STATUS HERITAGE TREE TABLE POINT NO. 10590 10591 10598 10632 10705 10883 10886 10918 11485 11494 11542 11547 11603 11618 11625 11627 11680 11692 11707 DESCRIPTION 39" LIVE OAK 32" LIVE OAK 30" LIVE OAK 32" LIVE OAK 64" LIVE OAK 51" LIVE OAK 26" LIVE OAK 30" LIVE OAK 29" LIVE OAK 32" LIVE OAK 26" LIVE OAK 49" LIVE OAK 31" LIVE OAK 26" LIVE OAK 26" LIVE OAK 40" LIVE OAK 27" CEDAR ELM 27" LIVE OAK 28" LIVE OAK (TAG NO.) 754 755 762 769 843 979 982 999 1003 1007 1021 1026 1033 1036 1040 1044 1058 1059 1066 TO BE REMOVED TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO BE REMOVED TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 Copyright © 2018 Kimley-Horn and Associates, Inc. All rights reserved DW G N A M E : K: \ S A U _ C I V I L \ 0 6 7 7 8 2 8 0 5 B E R R Y C R E E K H I G H L A N D S \ C A D \ P R E L I M I N A R Y \ P L A N S H E E T S \ B E R R Y C R E E K P L A T . D W G P L O T T E D B Y HO L L O W A Y , S I E R R A 10 / 3 1 / 2 0 1 9 1 : 5 8 P M L A S T S A V E D 10 / 3 1 / 2 0 1 9 1 : 5 7 P M Scale Drawn by ORB1" = 100' Checked by Date Sheet No. San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 JGM 067782805 6 OF 9 GRAPHIC SCALE IN FEET 0100 50 100 200 1" = 100'@ 24X18 N O R T H SEE SHEET 5 CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 300 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (737) 202-3202 FAX: (512) 418-1791 CONTACT: HARRISON, HUDSON P.E. OWNER/DEVELOPER: BERRY CREEK (GEORGETOWN) ASLI IX, LLC 923 N. PENNSYLVANIA AVENUE WINTER PARK, FL 32789 SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6330 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: GREG MOSIER, R.P.L.S. City Project Number: 2019-9-PP KHA Project No. TBM# 101 "(" SET IN HEADWALL OF CULVERT LOCATED IN THE MEDIAN OF STATE HIGHWAY AND BUNNET LANE. ELEVATION =821.82 FEET (AS SHOWN) BENCHMARK LEGEND IRSC 1/2" IRON ROD W/ "KHA" CAP SET OPRWC OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY TEXAS P.O.C.POINT OF COMMENCING P.O.B.POINT OF BEGINNING D.E.DRAINAGE EASEMENT SIDEWALK 1/2" IRON ROD FOUND W/ CAPIRFC ROW RIGHT OF WAY W.W.E.WASTEWATER EASEMENT S.D.E.SIGHT DISTANCE EASEMENT PHASE LINE/MATCH LINE B.L.BUILDING LINE A BLOCK LABEL HERITAGE TREE TO BE REMOVED HERITAGE TREE TO REMAIN BERRY CREEK HIGHLANDS PHASE 1 AND 2 PRELIMINARY PLAT 68.018 ACRES SITUATED IN BURRELL EAVES SURVEY ABSTRACT NO. 216 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS GENERAL INFORMATION: TOTAL ACREAGE........................................................68.018 ACRES TOTAL LINEAR FEET OF ROW...................................13,013' LINEAR FOOT OF 50' ROW.........................................7,530' ACREAGE OF ROW.....................................................18.635 ACRES NUMBER OF SINGLE FAMILY LOTS..........................202 ACREAGE OF SINGLE FAMILY LOTS........................31.884 ACRES NUMBER OF NON-RESIDENTIAL LOTS.....................2 ACREAGE OF NON-RESIDENTIAL LOTS...................1.311 ACRES NUMBER OF OPEN SPACE LOTS...............................9 ACREAGE OF OPEN SPACE LOTS.............................4.386 ACRES NUMBER OF DRAINAGE LOTS....................................2 ACREAGE OF DRAINAGE LOTS..................................11.802 ACRES TOTAL NUMBER OF LOTS...........................................215 TOTAL NUMBER OF BLOCKS.......................................12 OCT 2019 Page 21 of 106 CURVE TABLE NO. C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C21 C22 C23 C26 C27 C28 C29 C30 C31 C32 C33 C34 DELTA 29°28'59" 90°00'00" 90°00'00" 24°31'20" 86°05'00" 90°00'00" 32°44'26" 84°49'52" 4°44'56" 9°00'06" 90°00'00" 90°00'00" 90°00'00" 88°20'22" 55°14'23" 90°00'00" 90°00'00" 90°00'00" 9°24'57" 90°03'09" 89°56'51" 32°20'12" 90°00'00" 48°11'23" 172°41'41" 48°11'23" 13°41'05" 10°37'29" 90°00'00" 10°37'29" 90°00'00" RADIUS 678.00' 25.00' 25.00' 707.00' 25.00' 25.00' 470.00' 25.00' 325.00' 530.00' 25.00' 25.00' 25.00' 25.00' 500.00' 25.00' 25.00' 25.00' 772.00' 25.00' 25.00' 565.00' 25.00' 25.00' 50.00' 25.00' 325.00' 325.00' 25.00' 275.00' 25.00' LENGTH 348.88' 39.27' 39.27' 302.59' 37.56' 39.27' 268.57' 37.01' 26.94' 83.27' 39.27' 39.27' 39.27' 38.55' 482.06' 39.27' 39.27' 39.27' 126.87' 39.29' 39.25' 318.87' 39.27' 21.03' 150.70' 21.03' 77.62' 60.27' 39.27' 50.99' 39.27' CHORD BEARING N16°54'58"E N42°49'32"W N47°10'28"E S14°26'08"W S16°20'42"E S42°03'44"E N76°34'03"E N77°23'14"W N44°22'44"W N88°26'12"E N47°56'16"E S42°03'44"E N47°56'16"E S41°13'56"E S57°46'55"E S75°09'43"E N14°50'17"E S75°09'43"E S26°56'59"W S14°48'42"W N75°11'18"W S76°00'22"W S14°50'17"W S54°15'25"E S07°59'44"W S70°14'53"W S52°59'44"W S65°09'01"W S25°27'45"W S24°50'59"E S75°09'43"E CHORD 345.05' 35.36' 35.36' 300.29' 34.13' 35.36' 264.93' 33.73' 26.93' 83.18' 35.36' 35.36' 35.36' 34.84' 463.60' 35.36' 35.36' 35.36' 126.73' 35.37' 35.34' 314.66' 35.36' 20.41' 99.80' 20.41' 77.44' 60.18' 35.36' 50.92' 35.36' CURVE TABLE NO. C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 C61 C62 C63 C64 C65 DELTA 90°00'00" 90°00'00" 90°00'00" 76°18'55" 13°41'05" 10°37'29" 90°00'00" 10°37'29" 90°00'00" 90°00'00" 10°37'29" 10°37'29" 90°00'00" 94°47'23" 5°50'06" 9°14'35" 88°37'07" 91°47'51" 8°49'37" 6°56'42" 86°19'14" 90°00'00" 10°37'29" 20°51'15" 97°18'53" 97°16'20" 20°48'41" 10°37'29" 90°00'00" 14°07'55" 95°51'24" RADIUS 25.00' 25.00' 25.00' 25.00' 275.00' 275.00' 25.00' 325.00' 25.00' 25.00' 275.00' 325.00' 25.00' 25.00' 433.50' 506.50' 25.00' 25.00' 433.50' 506.50' 25.00' 25.00' 275.00' 325.00' 25.00' 25.00' 275.00' 325.00' 25.00' 515.00' 25.00' LENGTH 39.27' 39.27' 39.27' 33.30' 65.68' 50.99' 39.27' 60.27' 39.27' 39.27' 50.99' 60.27' 39.27' 41.36' 44.15' 81.71' 38.67' 40.05' 66.79' 61.40' 37.66' 39.27' 50.99' 118.29' 42.46' 42.44' 99.89' 60.27' 39.27' 127.02' 41.83' CHORD BEARING S75°09'43"E S14°50'17"W S75°09'43"E S07°59'44"W S52°59'44"W S65°09'01"W N64°32'15"W N24°50'59"W N14°50'17"E N75°09'43"W N24°50'59"W N24°50'59"W N14°50'17"E S72°46'02"E S22°27'18"E S24°09'32"E S15°31'43"W N74°15'48"W N23°57'03"W N23°00'36"W N16°40'40"E S75°09'43"E S24°50'59"E S29°57'52"E S08°15'57"W S88°59'06"E S29°56'36"E S24°50'59"E S14°50'17"W S66°54'14"W N58°06'07"W CHORD 35.36' 35.36' 35.36' 30.89' 65.53' 50.92' 35.36' 60.18' 35.36' 35.36' 50.92' 60.18' 35.36' 36.80' 44.13' 81.62' 34.93' 35.91' 66.72' 61.36' 34.20' 35.36' 50.92' 117.64' 37.54' 37.53' 99.34' 60.18' 35.36' 126.70' 37.12' CURVE TABLE NO. C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 C77 C78 C79 C80 C81 C82 C83 C84 C85 C86 C87 C88 C89 C90 C91 C92 C93 C94 C95 C96 DELTA 12°20'53" 40°12'16" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 57°39'48" 12°20'53" 95°51'24" 6°29'29" 90°00'00" 57°39'48" 90°00'00" 90°00'00" 25°18'28" 86°05'00" 14°06'06" 70°16'12" 1°56'57" 97°23'15" 18°47'58" 53°58'05" 287°56'10" 53°58'05" 18°47'58" 90°00'00" 90°00'00" 56°54'01" 90°00'00" 53°58'05" RADIUS 275.00' 420.00' 25.00' 25.00' 25.00' 25.00' 25.00' 470.00' 325.00' 25.00' 515.00' 25.00' 613.00' 25.00' 25.00' 707.00' 25.00' 325.00' 25.00' 275.00' 25.00' 275.00' 25.00' 60.00' 25.00' 325.00' 25.00' 25.00' 440.00' 25.00' 25.00' LENGTH 59.27' 294.71' 39.27' 39.27' 39.27' 39.27' 39.27' 473.02' 70.04' 41.83' 58.35' 39.27' 616.93' 39.27' 39.27' 312.28' 37.56' 79.99' 30.66' 9.36' 42.49' 90.23' 23.55' 301.53' 23.55' 106.64' 39.27' 39.27' 436.96' 39.27' 23.55' CHORD BEARING N03°59'58"W N22°16'36"E N14°50'17"E S75°09'43"E S14°50'17"W N75°09'43"W N14°50'17"E N31°00'22"E N03°59'58"W N37°45'18"E N88°55'44"E S42°49'32"E S31°00'22"W N75°09'43"W N14°50'17"E N47°11'03"E N77°34'19"E S69°37'04"E S41°32'02"E S05°25'27"E S44°14'38"W N77°39'46"W N41°16'44"W S21°44'13"W N84°45'11"E S77°39'46"E S42°03'44"E S47°56'16"W N58°36'44"W S75°36'49"W S03°37'46"W CHORD 59.15' 288.70' 35.36' 35.36' 35.36' 35.36' 35.36' 453.30' 69.91' 37.12' 58.32' 35.36' 591.22' 35.36' 35.36' 309.75' 34.13' 79.79' 28.78' 9.35' 37.56' 89.83' 22.69' 70.59' 22.69' 106.16' 35.36' 35.36' 419.23' 35.36' 22.69' CURVE TABLE NO. C97 C98 C99 C100 C101 C102 C103 C104 C105 C106 C107 C108 C109 C110 C111 C112 C113 C114 C115 C116 C117 C118 C119 C120 C121 DELTA 287°56'10" 53°58'05" 90°00'00" 59°30'45" 176°24'49" 53°58'05" 9°20'11" 13°41'05" 10°37'29" 10°37'29" 10°40'37" 10°37'29" 32°20'12" 29°28'59" 57°39'48" 10°37'29" 10°37'29" 31°04'01" 57°39'48" 12°20'53" 56°54'01" 32°44'26" 18°47'58" 9°20'11" 23°52'46" RADIUS 60.00' 25.00' 25.00' 25.00' 60.00' 25.00' 325.00' 300.00' 300.00' 300.00' 470.00' 300.00' 540.00' 725.00' 660.00' 300.00' 470.00' 300.00' 445.00' 300.00' 470.00' 500.00' 300.00' 300.00' 300.02' LENGTH 301.53' 23.55' 39.27' 25.97' 184.74' 23.55' 52.96' 71.65' 55.63' 55.63' 87.58' 55.63' 304.76' 373.07' 664.24' 55.63' 87.15' 162.67' 447.86' 64.65' 466.76' 285.71' 98.43' 48.89' 125.04' CHORD BEARING N59°23'11"W N57°35'51"E N14°23'11"W S80°54'43"W N40°38'15"W N20°35'07"E N01°43'50"W S52°59'44"W S65°09'01"W S24°50'59"E S24°52'33"E S24°50'59"E N76°00'22"E N16°54'58"E N31°00'22"E S24°50'59"E S24°50'59"E S35°04'15"E S31°00'22"W S03°59'58"E S58°36'44"E N76°34'03"E N77°39'46"W S01°43'50"E S71°19'35"E CHORD 70.59' 22.69' 35.36' 24.82' 119.94' 22.69' 52.90' 71.48' 55.55' 55.55' 87.46' 55.55' 300.74' 368.97' 636.56' 55.55' 87.03' 160.68' 429.19' 64.53' 447.81' 281.84' 97.99' 48.83' 124.14' LINE TABLE NO. L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 BEARING S59°23'11"E S02°56'16"W S46°09'12"W S30°09'43"E S46°09'12"W N30°09'43"W N30°09'43"W N30°09'43"W N10°10'25"W N10°10'25"W LENGTH 8.40' 10.95' 18.00' 14.15' 34.62' 19.31' 19.31' 14.15' 6.47' 6.47' San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 Copyright © 2018 Kimley-Horn and Associates, Inc. All rights reserved DW G N A M E : K: \ S A U _ C I V I L \ 0 6 7 7 8 2 8 0 5 B E R R Y C R E E K H I G H L A N D S \ C A D \ P R E L I M I N A R Y \ P L A N S H E E T S \ B E R R Y C R E E K P L A T . D W G P L O T T E D B Y HO L L O W A Y , S I E R R A 10 / 2 9 / 2 0 1 9 1 0 : 2 1 A M L A S T S A V E D 10 / 2 9 / 2 0 1 9 1 0 : 2 0 A M Scale Drawn by ORBAS SHOWN Checked by Date Sheet No. San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 JGM 067782805 7 OF 9 CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 300 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (737) 202-3202 FAX: (512) 418-1791 CONTACT: HARRISON, HUDSON P.E. OWNER/DEVELOPER: BERRY CREEK (GEORGETOWN) ASLI IX, LLC 923 N. PENNSYLVANIA AVENUE WINTER PARK, FL 32789 SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6330 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: GREG MOSIER, R.P.L.S. City Project Number: 2019-9-PP KHA Project No. BERRY CREEK HIGHLANDS PHASE 1 AND 2 PRELIMINARY PLAT 68.018 ACRES SITUATED IN BURRELL EAVES SURVEY ABSTRACT NO. 216 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS OCT 2019 Page 22 of 106 San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 Copyright © 2018 Kimley-Horn and Associates, Inc. All rights reserved DW G N A M E : K: \ S A U _ C I V I L \ 0 6 7 7 8 2 8 0 5 B E R R Y C R E E K H I G H L A N D S \ C A D \ P R E L I M I N A R Y \ P L A N S H E E T S \ B E R R Y C R E E K P L A T . D W G P L O T T E D B Y HO L L O W A Y , S I E R R A 10 / 2 9 / 2 0 1 9 1 0 : 2 1 A M L A S T S A V E D 10 / 2 9 / 2 0 1 9 1 0 : 2 0 A M Scale Drawn by ORBAS SHOWN Checked by Date Sheet No. San Antonio, Texas 78216 601 NW Loop 410, Suite 350 Tel. No. (210) 541-9166 www.kimley-horn.comFIRM # 10193973 JGM 067782805 8 OF 9 CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 300 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (737) 202-3202 FAX: (512) 418-1791 CONTACT: HARRISON, HUDSON P.E. OWNER/DEVELOPER: BERRY CREEK (GEORGETOWN) ASLI IX, LLC 923 N. PENNSYLVANIA AVENUE WINTER PARK, FL 32789 SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6330 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: GREG MOSIER, R.P.L.S. City Project Number: 2019-9-PP KHA Project No. A METES AND BOUNDS DESCRIPTION OF A 68.018 ACRE TRACT OF LAND 68.018 acres of land located in the Burrell Eaves Survey, Abstract No. 216, Williamson County, Texas; •being a portion of that certain 314.54 acre tract as described in quit claim deed to Alki IX, LLC, as recorded in Document No. 2018106295 Official Public Records of Williamson County; •being a portion of that certain Lot 4, 14.32 acre tract as described in partition deed to LDJ Partnership & MMSG LP, as recorded in Document No. 2010071926, Official Public Records of Williamson County, BEGINNING, at a point marking the intersection of the southwesterly right of way line of S.H. 195 (Variable R.O.W.) with the northwesterly line of Bonnet Lane, same being the southeasterly corner of that certain 14.32 acres tract as described Lot 4, in partition deed to LDJ Partnership and MMSG LP, as recorded in Document No. 2010071926, Official Public Record of Williamson County; THENCE, South 59° 50’ 17” West, 475.25 feet, along the northwesterly right of way line Bonnet Lane, and common boundary line Lot 4, 14.32 acres and of said 314.54 acre tract, to a point for a corner located in the northwesterly right of way line Bonnet Lane; THENCE, crossing said 314.54 acre tract, the following twenty seven (27) courses and distances: 1.South 31° 39’ 27” East, 29.74 feet to a point for a corner and the beginning of a tangent curve to the left, 2.in a southwesterly direction, along a tangent curve to the left, a central angle of 29°28’59", a radius of 678.00 feet, a chord bearing and distance of South 16°54’58" West, 345.05 feet, and a total arc length of 348.88 feet to a point of tangency; 3.South 02° 10' 28” West, 76.12 feet, to a point for a corner and the beginning of a tangent curve to the right; 4.in a southeasterly direction, along a tangent curve to the left, a central angle of 90°00'00", a radius of 25.00 feet, a chord bearing and distance of South 42°49’32" East, 35.36 feet, and a total arc length of 39.27 feet to a point of tangency; 5.South 02° 10' 28” West, 50.00 feet, to a point for a corner and beginning of a tangent curve to the left; 6.in a southeasterly direction, along a tangent curve to the left, a central angle of 90°00'00", a radius of 25.00 feet, a chord bearing and distance of South 47°10’28" East, 35.36 feet, and a total arc length of 39.27 feet to a point of tangency; 7.South 02° 10' 28” West, 323.83 feet, to a point for a corner; 8.South 67° 09' 57” East, 218.08 feet, to a point for a corner; 9.South 55° 23’ 13” East, 176.06 feet, to a point for a corner; 10.South 36° 31’ 48” East, 163.77 feet, to a point for a corner; 11.South 08° 13’ 16” East, 257.94 feet, to a point for a corner; 12.South 22° 53’ 42” East, 182.84 feet, to a point for a corner; 13.South 31° 57’ 27” East, 176.29 feet, to a point for a corner; 14.South 56° 54’ 36” West, 53.90 feet, to a point for a corner; 15.South 29° 48’ 10” East, 60.00 feet, to a point for a corner and beginning of a tangent curve to the right; 16.in a southeasterly direction, along a tangent curve to the right, a central angle of 84°49'52", a radius of 25.00 feet, a chord bearing and distance of South 77°23’14" East, 33.73 feet, and a total arc length of 37.01 feet to a point of tangency; 17.South 34° 58’ 18” East, 54.41 feet, to a point for a corner; 18.North 44° 35’ 23” West, 99.35 feet, to a point for a corner; 19.South 44° 25’ 14” East, 57.74 feet, to a point for a corner; 20.South 46° 09’49” East, 47.27 feet, to a point for a corner; 21.South 44° 35’ 23” West, 114.85 feet, to a point for a corner and beginning of a non-tangent curve to the left; 22.in a southeasterly direction, along a non-tangent curve to the left, a central angle of 04°44'56", a radius of 325.00 feet, a chord bearing and distance of South 44°22’44" East, 26.93 feet, and a total arc length of 29.94 feet to a point of tangency; 23.South 30° 34’38” East, 25.38 feet, to a point for a corner; 24.South 37° 39’18” East, 173.90 feet, to a point for a corner; 25.South 26° 21’06” East, 140.39 feet, to a point for a corner; 26.South 38° 46’24” East, 133.11 feet, to a point for a corner; 27.South 44° 59’49” East, 190.24 feet, to a point for a corner on the west property line of said 19.317 acre tract as described in deed to Philip H. Annnis et ux, as recorded in Document No. 2005100364, Official Public Records of Williamson County THENCE, along the said 19.317 acre tract, the following two (2) courses and distances; 1.South 68° 47' 03” West, 395.04 feet, to a point for a corner; 2.South 68° 45' 16” West, 43.72 feet, to a point for a corner marking the common corner of said 19.317 acre tract and that certain 10.00 acre tract as described in deed to Bryan Threlkeld et ux, as recorded in Document No. 2014039677, Official Public Records of Williamson County; THENCE, South 68° 40’ 53” West, 241.93 feet, along the northerly line of said 10.00 acre tract, to a point for a corner located in the northerly line of that certain 10.00 acre tract described in deed to Bryan Threlkeld et ux, as recorded in Document No. 2014039677, Official Public Records of Williamson County; THENCE, crossing said 314.54 acre tract, the following thirty nine (39) courses and distances: 1.North 21° 09’ 52” East, 350.00 feet to a point for a corner; 2.North 18° 49’ 01” East, 98.27 feet to a point for a corner; 3.North 02° 51’ 59” East, 97.17 feet to a point for a corner; 4.North 02° 56’ 16” East, 300.00 feet to a point for a corner; 5.North 02° 51’ 59” East, 97.17 feet to a point for a corner; 6.North 13° 11’ 05” East, 30.94 feet to a point for a corner and the beginning of a non-tangent curve to the left; 7.in a southeasterly direction, along a non-tangent curve to the left, a central angle of 09°00'06", a radius of 530.00 feet, a chord bearing and distance of South 88°26’12" East, 83.13 feet, and a total arc length of 83.27 feet to a point of tangency; 8.North 87° 03’ 44” West, 20.58 feet to a point for a corner and the beginning of a tangent curve to the left; 9.in a southwesterly direction, along a tangent curve to the left, a central angle of 90°00'00", a radius of 25.00 feet, a chord bearing and distance of South 47°56’16" East, 35.36 feet, and a total arc length of 39.27 feet to a point of tangency; 10.North 87° 03’ 44” West, 50.00 feet to a point for a corner and the beginning of a non-tangent curve to the right; 11.in a northeasterly direction, along a non-tangent curve to the left, a central angle of 90°00'00", a radius of 25.00 feet, a chord bearing and distance of South 42°03’44" East, 35.36 feet, and a total arc length of 39.27 feet to a point of tangency; 12.North 87° 03’ 44” West, 198.00 feet to a point for a corner and the beginning of a tangent curve to the left; 13.in a southwesterly direction, along a tangent curve to the left, a central angle of 90°00'00", a radius of 25.00 feet, a chord bearing and distance of South 47°56’16" East, 35.36 feet, and a total arc length of 39.27 feet to a point of tangency; 14.North 86° 52’ 19” West, 50.00 feet to a point for a corner and the beginning of a tangent curve to the left; 15.in a southeasterly direction, along a tangent curve to the left, a central angle of 88°20'22", a radius of 25.00 feet, a chord bearing and distance of South 41°13’56" West, 34.84 feet, and a total arc length of 38.55 feet to a point for a corner and the beginning of a tangent curve to the right; 16.in a southeasterly direction, along a tangent curve to the left, a central angle of 55°14'23", a radius of 500.00 feet, a chord bearing and distance of South 57°46’55" West, 463.60 feet, and a total arc length of 482.06 feet to a point for a corner and the beginning of a tangent curve to the left; 17.in a southeasterly direction, along a tangent curve to the left, a central angle of 90°00'00", a radius of 25.00 feet, a chord bearing and distance of South 75°09’43" West, 35.36 feet, and a total arc length of 39.27 feet to a point of tangency; 18.South 59° 50’ 17” West, 640.99 feet to a point for a corner and the beginning of a tangent curve to the left; 19.in a southeasterly direction, along a tangent curve to the left, a central angle of 90°00'00", a radius of 25.00 feet, a chord bearing and distance of South 14°50’17" West, 35.36 feet, and a total arc length of 39.27 feet to a point of tangency; 20.South 59° 50’ 17” West, 50.00 feet to a point for a corner and the beginning of a non-tangent curve to the left; 21.in a southeasterly direction, along a tangent curve to the left, a central angle of 90°00'00", a radius of 25.00 feet, a chord bearing and distance of South 75°09’43" West, 35.36 feet, and a total arc length of 39.27 feet to a point of tangency; 22.South 59° 50’ 17” West, 95.00 feet to a point for a corner; 23.North 30° 09’ 43” West, 114.00 feet to a point for a corner; 24.North 59° 50’ 17” West, 295.00 feet to a point for a corner; 25.North 30° 09’ 43” West, 123.00 feet to a point for a corner; 26.North 51° 13’ 54” West, 53.58 feet to a point for a corner; 27.North 30° 09’ 43” West, 115.51 feet to a point for a corner; 28.North 37° 02’ 47” West, 50.36 feet to a point for a corner; 29.North 35° 56’ 48” West, 52.27 feet to a point for a corner; 30.North 28° 12’ 50” West, 50.46 feet to a point for a corner; 31.North 12° 16’ 00” West, 48.85 feet to a point for a corner; 32.North 05° 51’ 56” East, 48.85 feet to a point for a corner; 33.North 23° 59’ 53” East, 48.85 feet to a point for a corner; 34.North 43° 40’ 54” East, 48.86 feet to a point for a corner; 35.North 56° 20’ 01” East, 50.36 feet to a point for a corner; 36.North 59° 50’ 17” East, 753.00 feet to a point for a corner; 37.North 30° 09’ 43” West, 120.00 feet to a point for a corner; 38.North 27° 27’ 21” West, 50.06 feet to a point for a corner; 39.North 30° 09’ 43” West, 158.00 feet to a point for a corner located in the southerly boundary line of that certain Sun City Neighborhood Eighty-Six, as recorded in Document No. 2017080679, Official Public Records of Williamson County; THENCE, North 59° 50’ 17” East, 1,414.44 feet along the common boundary line between said Sun City Neighborhood Eighty-Six and northerly right of way line of Bonnet Lane to a point for a corner; THENCE, crossing said Lot 4, 14.32 acre tract, the following five (5) courses and distances: 1.North 23° 30’ 02” East, 33.87 feet to a point for a corner and the beginning of a tangent curve to the left, 2.in a northeasterly direction, along a tangent curve to the left, a central angle of 86°24'11", a radius of 25.00 feet, a chord bearing and distance of South 18°26’47" West, 34.23 feet, and a total arc length of 37.70 feet to a point of tangency; 3.North 28° 20’ 25” East, 50.00 feet to a point for a corner and the beginning of a non-tangent curve to the left, 4.in a northeasterly direction, along a tangent curve to the left, a central angle of 86°41'41", a radius of 25.00 feet, a chord bearing and distance of South 75°00’17" West, 34.23 feet, and a total arc length of 37.83 feet to a point of tangency; 5.North 31° 39’ 27” East, 436.20 feet to a point for a corner located on the southerly right of way line of S.H. 195 (Variable R.O.W.) 6.South 59° 51’ 14” East, 224.51 feet along the northerly line of said Lot 4, 14.32 acre tract and southerly right of way line of S.H. 195 (Variable R.O.W) to a THENCE, South 59° 51’ 14” East, 318.55 feet along the northerly line of said Lot 4, 14.32 acre tract and southerly right of way line of S.H. 195 (Variable R.O.W), to the POINT OF BEGINNING and containing 68.018 acres (2,878,793 square feet) of land, more or less, as shown in the document saved in the office of Kimley-Horn and Associates, Inc. in San Antonio, Texas. Notes: 1.Basis of Bearings is the Partition Deed, as recorded in Document No. 2012080146, Official Public Records of Williamson County, Texas. 2.This document was prepared under 22 TAC 663.21, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared. BERRY CREEK HIGHLANDS PHASE 1 AND 2 PRELIMINARY PLAT 68.018 ACRES SITUATED IN BURRELL EAVES SURVEY ABSTRACT NO. 216 CITY OF GEORGETOWN, WILLIAMSON COUNTY, TEXAS OCT 2019 Page 23 of 106 Page 24 of 106 City of Georgetown, Texas Planning and Zoning December 3, 2019 S UB J E C T: C onsideration and pos s ible ac tion to approve an application for a Replat, c onsisting of approximately 3.39 ac res being a replat of Lot 2 and Lot 3, Leander R oad LLC S ubdivision, and s ubdivis ion plat of a 1.01-acre trac t, all s ituated in the C lement S tubblefield S urvey, Abs trac t No. 558, generally loc ated at 1006 Leander R oad to be known as S peedy S top R eplat (2019-24-F P ) -- Mic hael P atroski, P lanner IT E M S UMMARY: Project Information: Project Name: S peedy S top S ubdivision R eplat Project Location: 1006 Leander R oad, within C ity C ouncil Dis tric t No. 2 Legal Description: 3.39 acre S ubdivis ion being a replat of Lot 2 and Lot 3, Leander R oad LLC S ubdivis ion and a 1.031-acre trac t, all s ituated in the C lement S tubblefield S urvey, Abs trac t no. 558 Zoning District: C -3, G eneral C ommerc ial Applicant: S tegar Bizzell Engineering, C /o Kyle miller Property Owner: S peedy S top F ood S tores, c /o C arlton LaBeff Case History: T his is the first c onsideration of this request. Recommended Action: Approval. Intergovernmental and Interdepartmental Review: T he submitted F inal P lat was reviewed by the applic able C ity departments. T hese applications are reviewed to ens ure cons is tency with the development s tandards of the Unified Development C ode (UDC ) and other applic able c odes . All tec hnical review c omments have been addres s ed by the Applic ant. In ac cordance with Unified Development C ode (UDC ) S ection 3.08.080.B.2, a F inal P lat shall not be cons idered for final action until the P lanning and Zoning C ommis s ion has determined the following: Approval Criteria Complies Conditionally Complies Does Not Comply 1. T he R eplat is ac ceptable for cons ideration, meaning the application is c omplete and the information c ontained within the application is c orrect and sufficient to allow adequate c onsideration and final action. X 1. T he plat meets or exceeds the requirements of this Unified Development C ode and any applic able S tate or loc al laws . X 1. T he plat is c onsistent with the C ity's Page 25 of 106 C omprehensive P lan and any other adopted plans as they relate to: i.T he C ity's current and future streets, sidewalks, alleys , parks, playgrounds, and public utility fac ilities; and ii.T he extens ion, improvement, or widening of C ity roads, taking into ac count ac cess to and extension of sewer and water mains and the ins trumentality of public utilities . X 1. T he plat meets any subdivision design and improvement standards adopted by the C ity purs uant to Texas Loc al G overnment C ode § 212.002 or § 212.044, governing plats and subdivision of land within the C ity's juris diction to promote the health, safety, morals , or general welfare of the C ity and the safe, orderly, and healthful development of the C ity. X 1. T he trac t of land subject to the application is adequately served by public improvements and infras tructure. X 1. A S ubdivision Variance may be reques ted as a c ompanion applic ation to the cons ideration of a R eplat, acc ording to the provisions detailed in S ec tion 3.22 of this C ode. T he S ubdivision Variance and the R eplat shall be required to be approved by P &Z. N/A 1. A R eplat may not amend or remove any c ovenants or res tric tions and is controlling over the preceding plat. X Approval Criteria Complies Conditionally Complies Does Not Comply F IN AN C IAL IMPAC T: None. T he applicant has paid the required application fees . S UB MIT T E D B Y: Mic hael P atroski, P lanner AT TAC H ME N T S: Description Type Exhibit A - Plan Review Checklis t Exhibit Exhibit B - Submitted Plan Exhibit Page 26 of 106 Review Comments Checklist Page 1 of 3 Replat Application Information Case Number 2019-24-FP Date Filed 11/27/2019 Project Name Speedy Stop Subdivision Replat Address/Location 1006 Leander Road Case Manager Michael Patroski, Planner Edwards Aquifer Recharge Zoning C-3 Required Fees Fee UDC Section Received Parkland Dedication 13.08.030 N/a TIA Pro Rata 12.09 N/a Fiscal Surety 13.09 N/a Tree Mitigation 8.02.040 N/a Summary of Review Comments by Department Detailed comments can be found in Exhibit B. Planning Requirement UDC Section Complies Complies w/ Conditions Does Not Comply N/A Sheet Number Compliance with Application Checklist UDC Development Manual 1.11 ☒ ☐ ☐ ☐ Phasing Plan Preliminary Plat Phasing Plan 3.08.070 ☐ ☐ ☐ ☒ Dimensional Standards Minimum Lot Area Choose an item. ☒ ☐ ☐ ☐ Minimum Lot Width Choose an item. ☒ ☐ ☐ ☐ Impervious Cover 11.02.010 ☒ ☐ ☐ ☐ Circulation OTP Roads 12.02 ☐ ☐ ☐ ☒ Other Roads 12.03 ☐ ☐ ☐ ☒ Page 27 of 106 Page 2 of 3 Streets and Blocks 12.05 ☒ ☐ ☐ ☐ Engineering Requirement UDC Section Complies Complies w/ Conditions Does Not Comply N/A Sheet Number Compliance with Design Manuals City Construction Specifications and Standards Manual 1.12 ☒ ☐ ☐ ☐ Drainage Criteria Manual 1.13 ☒ ☐ ☐ ☐ Stormwater Management & Water Quality Impervious Cover Ratio 11.02 ☒ ☐ ☐ ☐ Stormwater Management 11.04 ☒ ☐ ☐ ☐ Water Quality 11.07 ☒ ☐ ☐ ☐ Circulation Connections to Major Streets 12.05.010 ☒ ☐ ☐ ☐ Street Network Connections 12.05.010 ☒ ☐ ☐ ☐ Streets and Blocks 12.05.020 ☒ ☐ ☐ ☐ Connectivity Ratio 12.05.030 ☒ ☐ ☐ ☐ Streets OTP Road 12.02 ☐ ☐ ☐ ☒ Other Road 12.03 ☐ ☐ ☐ ☒ Design Standards 12.06 ☒ ☐ ☐ ☐ Public Improvements General Requirements 13.02 ☐ ☐ ☐ ☒ Utility Easements 13.03 ☐ ☐ ☐ ☒ Public Water Standards 13.04 ☐ ☐ ☐ ☒ Public Wastewater Standards 13.05 ☐ ☐ ☐ ☒ Master Plan Infrastructure 13.07 ☐ ☐ ☐ ☒ Landscaping and Tree Preservation Requirement UDC Section Complies Complies w/ Conditions Does Not Comply N/A Sheet Number Compliance with Application Checklist Page 28 of 106 Page 3 of 3 UDC Development Manual 1.11 ☒ ☐ ☐ ☐ Tree Preservation Heritage Trees 8.02.030-40 ☒ ☐ ☐ ☐ Protected Trees 8.02.030-40 ☒ ☐ ☐ ☐ Mitigation 8.02.030-40 ☒ ☐ ☐ ☐ Parks and Recreation Requirement UDC Section Complies Complies w/ Conditions Does Not Comply N/A Sheet Number Parkland Dedication 13.08.030 ☐ ☐ ☐ ☒ Location, Site, and Development Standards for Public Parkland 13.08.040 ☐ ☐ ☐ ☒ Addressing Requirement UDC Section Complies Does Not Comply Addressing and Naming Policy 12.06.J ☒ ☐ Comments Fire Requirement UDC Section Complies Complies w/ Conditions Does Not Comply N/A Sheet Number International Fire Code 7.02.010 ☒ ☐ ☐ ☐ ☐ Electric Service Area Comments City of Georgetown Page 29 of 106 1010 N68°27'54"E 53.86' TRACT 1 CALLED 1.88 ACRES HPD SG LP DOC. NO. 2013061052, OPR TRACT 2 CALLED 1.88 ACRES HPD SG LP DOC. NO. 2013061052, OPR LOT 1 LEANDER ROAD LLC CAB. FF, SLIDE 141-142, PR TR A C T I I CA L L E D 1 . 0 0 6 A C EA S E M E N T LE A N D E R R O A D L L C VO L . 7 7 7 , P G . 1 8 7 , D R DO C . N O . 1 9 9 6 0 2 0 0 7 7 , O P R DO C . N O . 2 0 0 4 0 7 3 7 2 3 , O P R LOT 2 BM 51-20 GRID N: 10199751.20 GRID E: 3127241.23 GRID N: 10199451.12 GRID E: 3127634.77GRID N: 10199324.10 GRID E: 3127308.02 CLEM E N T S T U B B L E F I E L D SURV E Y , A - 5 5 8 WILLIA M S O N C O U N T Y , T E X A S ORIGINAL LOT 2, ORIGINAL DOC NO. 2013025322, OPR S 68° 27' 54" W 51.31' S 68° 48' 25" W 299.31' N 0 8 ° 5 3 ' 5 9 " W 2 8 2 . 4 0 ' N 68° 48' 41" E 299.67' N 81° 1 4 ' 1 2 " E 50.07' 10 ' P U E DO C . N O . 2 0 0 8 0 8 2 4 5 3 , O P R PU E DO C . N O . 200 8 0 8 2 4 5 3 , O P R 10 ' G U E DO C . N O . 2 0 0 8 0 8 2 4 5 3 , O P R N68°48'25"E 296.76' 11.77'11.79' GRID N: 10199867.12 GRID E: 3127570.08 IN T E R S T A T E H I G H W A Y N o . 3 5 (6 0 0 ' R O W ) (V O L . 4 6 4 , P G . 5 2 1 , D R ) FM 2243 (LEANDER ROAD) (100' ROW) 15' PUE HEREBY DEDICATED 13 8 . 1 8 ' N 0 8 ° 5 1 ' 5 7 " W 1 4 9 . 9 5 ' "HALFF ASSOCIATES, INC" DISTURBED "STEGER BIZZELL" "STEGER BIZZELL" 40 9 . 2 7 ' S 0 8 ° 5 0 ' 1 9 " E 4 2 1 . 0 6 ' 4,032 SQ. FT STREET DEDICATION OR I G I N A L D O C . N O . 2 0 1 3 0 2 5 3 2 2 OR I G I N A L L O T 3 10 0 . 0 ' EX I S T I N G 20' ROAD WIDENING EASEMENT & PUE CAB. E, SLIDE 385, PR POB 10 ' G U E DO C . N O . 2 0 1 6 0 1 9 3 0 6 , O P R 80 . 0 ' VO L . 4 0 9 , P G . 7 8 , D R 10 ' P U E DO C . N O . 20 0 8 0 8 2 4 5 3 , O P R 11 . 5 ' NOTES: 1.UTILITY PROVIDERS FOR THIS DEVELOPMENT ARE: WATER: CITY OF GEORGETOWN WASTEWATER: CITY OF GEORGETOWN ELECTRIC: CITY OF GEORGETOWN 2.THERE ARE NO AREAS WITHIN THE BOUNDARIES OF THIS SUBDIVISION IN THE 100-YEAR FLOODPLAIN AS DEFINED BY FIRM MAP NUMBER 48491C0480E, EFFECTIVE DATE OF SEPTEMBER 26, 2008. 3.IN ORDER TO PROMOTE DRAINAGE AWAY FROM A STRUCTURE, THE SLAB ELEVATION SHOULD BE BUILT AT LEAST ONE-FOOT ABOVE THE SURROUNDING GROUND, AND THE GROUND SHOULD BE GRADED AWAY FROM THE STRUCTURE AT A SLOPE OF 1/2 INCH PER FOOT FOR A DISTANCE OF AT LEAST 10 FEET. 4.ALL SEDIMENTATION, FILTRATION, DETENTION, AND/OR RETENTION BASINS AND RELATED APPURTENANCES SHOWN SHALL BE SITUATED WITHIN A DRAINAGE EASEMENT OR DRAINAGE LOT. THE OWNERS, HOA, OR ASSIGNEES OF THE TRACTS UPON WHICH ARE LOCATED SUCH EASEMENTS, APPURTENANCES, AND DETENTION FACILITIES SHALL MAINTAIN SAME AND BE RESPONSIBLE FOR THEIR MAINTENANCE, ROUTINE INSPECTION, AND UPKEEP. 5.THERE ARE NO HERITAGE TREES ON THE SUBJECT TRACT. 6.A 15-FOOT PUBLIC UTILITY EASEMENT ALONG LEANDER ROAD. 7.THE MONUMENTS OF THIS PLAT HAVE BEEN ROTATED TO THE NAD 83/93 HARN - TEXAS CENTRAL ZONE AND NAVD 88. 8.IMPERVIOUS COVERAGE PLAT NOTES – NON-RESIDENTIAL LOTS: THE MAXIMUM IMPERVIOUS COVERAGE PER NON-RESIDENTIAL LOT SHALL BE PURSUANT TO THE UDC AT THE TIME OF SITE PLAN APPLICATION BASED ON THE ZONING DESIGNATION OF THE PROPERTY. 9.THIS SUBDIVISION IS SUBJECT TO ALL GENERAL NOTES AND RESTRICTIONS APPEARING ON THE MINOR PLAT OF LEANDER ROAD LLC, RECORDED IN CABINET FF SLIDE 141 OF PLAT RECORDS AND DOCUMENT NO. 2008060000 OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS. 10.THE LANDOWNER ASSUMES ALL RISKS ASSOCIATED WITH IMPROVEMENTS LOCATED IN THE RIGHT-OF-WAY, OR ROAD WIDENING EASEMENTS. BY PLACING ANYTHING IN THE RIGHT-OF-WAY OR ROAD WIDENING EASEMENTS, THE LANDOWNER INDEMNIFIES AND HOLDS THE CITY OF GEORGETOWN, WILLIAMSON COUNTY, THEIR OFFICERS, AGENTS AND EMPLOYEES HARMLESS FROM ANY LIABILITY OWING TO PROPERTY DEFECTS OR NEGLIGENCE NOT ATTRIBUTABLE TO THEM AND ACKNOWLEDGES THAT THE IMPROVEMENTS MAY BE REMOVED BY THE CITY AND/OR COUNTY AND THAT THE OWNER OF THE IMPROVEMENTS WILL BE RESPONSIBLE FOR THE RELOCATION AND/OR REPLACEMENT OF THE IMPROVEMENTS. 11.THE BUILDING OF ALL STREETS, ROADS, AND OTHER PUBLIC THOROUGHFARES AND ANY BRIDGES OR CULVERTS NECESSARY TO BE CONSTRUCTED OR PLACED IS THE RESPONSIBILITY OF THE OWNERS OF THE TRACT OF LAND COVERED BY THIS PLAT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS PRESCRIBED BY THE CITY OF GEORGETOWN AND/OR WILLIAMSON COUNTY, TEXAS. NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON COUNTY ASSUMES ANY OBLIGATION TO BUILD ANY OF THE STREETS, ROADS, OR OTHER PUBLIC THOROUGHFARES SHOWN ON THIS PLAT OR OF CONSTRUCTING ANY OF THE BRIDGES OR DRAINAGE IMPROVEMENTS IN CONNECTION THEREWITH. NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON COUNTY ASSUMES ANY RESPONSIBILITY FOR DRAINAGE WAYS OR EASEMENTS IN THE SUBDIVISION, OTHER THAN THOSE DRAINING OR PROTECTING THE ROAD SYSTEM AND STREETS IN THEIR RESPECTIVE JURISDICTIONS. 12.NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON COUNTY ASSUMES ANY RESPONSIBILITY FOR THE ACCURACY OF REPRESENTATIONS BY OTHER PARTIES IN THIS PLAT. FLOODPLAIN DATA, IN PARTICULAR, MAY CHANGE DEPENDING ON SUBSEQUENT DEVELOPMENT. IT IS FURTHER UNDERSTOOD THAT THE OWNERS OF THE TRACT OF LAND COVERED BY THIS PLAT MUST INSTALL AT THEIR OWN EXPENSE ALL TRAFFIC CONTROL DEVICES AND SIGNAGE THAT MAY BE REQUIRED BEFORE THE STREETS IN THE SUBDIVISION HAVE FINALLY BEEN ACCEPTED FOR MAINTENANCE BY THE CITY AND / OR COUNTY. 13.RIGHT-OF-WAY EASEMENTS FOR WIDENING ROADWAYS OR IMPROVING DRAINAGE SHALL BE MAINTAINED BY THE LANDOWNER UNTIL ROAD OR DRAINAGE IMPROVEMENTS ARE ACTUALLY CONSTRUCTED ON THE PROPERTY. THE CITY AND/OR COUNTY HAVE THE RIGHT AT ANY TIME TO TAKE POSSESSION OF ANY ROAD WIDENING EASEMENT FOR CONSTRUCTION, IMPROVEMENT, OR MAINTENANCE OF THE ADJACENT ROAD. 14.THIS PLAT IS SUBJECT TO THE PROVISIONS OF THE CITY OF GEORGETOWN WATER CONSERVATION ORDINANCE. 15.THE SUBDIVISION SUBJECT TO THIS APPLICATION IS SUBJECT TO THE WATER QUALITY REGULATIONS OF THE CITY OF GEORGETOWN. 16.A GEOLOGIC ASSESSMENT, IN ACCORDANCE WITH THE CITY OF GEORGETOWN WATER QUALITY REGULATIONS, WAS COMPLETED ON 09/12/15 AND 10/07/2015 . ANY SPRINGS AND STREAMS AS IDENTIFIED IN THE GEOLOGIC ASSESSMENT ARE SHOWN HEREIN. IH 3 5 FM 2243 SA N G A B R I E L B L V D SITE LEANDER RD BENCHMARK IRON ROD FOUND (1/2" OR AS NOTED) IRON ROD WITH CAP STAMPED "STEGER BIZZELL" SET ROW OPR OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS PUE DR PR DEED RECORDS OF WILLIAMSON COUNTY, TEXAS PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS RIGHT-OF-WAY PUBLIC UTILITY EASEMENT POB POINT OF BEGINNING LEGEND GUE GEORGETOWN UTILITY EASEMENT MAG NAIL FOUND MAG NAIL WITH WASHER STAMPED "STEGER BIZZELL" SET HERITAGE TREE LIST TAG # 1010 Description 41in LIVE OAK GEORGETOWN, TX 78626 STEGERBIZZELL.COM >>ENGINEERS >>PLANNERS >>SURVEYORS 512.930.9412 SERVICES METRO ADDRESS 1978 S. AUSTIN AVENUE WEB DRAWN BY: SF REVIEWED BY: MAE APPROVED BY: MAEJOB No. 21223-3 DATE: 14-Oct-19 SHEET of 2 REPLAT SPEEDY STOP SUBDIVISION A 3.39 Acre Subdivision being a replat of Lot 2 and Lot 3, LEANDER ROAD LLC SUBDIVISION and a 1.01 acre tract, all situated in the Clement Stubblefield Survey Abstract No. 558 Williamson County, Texas Th e s e d r a w i n g s a r e t h e s o l e p r o p e r t y o f S T E G E R B I Z Z E L L . T h e u s e o f t h e s e d r a w i n g s i s h e r e b y r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d . R e p r o d u c t i o n o r r e u s e o f t h e s e d r a w i n g s i n w h o l e o r i n p a r t w i t h o u t w r i t t e n p e r m i s s i o n o f S T E G E R B I Z Z E L L i s s t r i c t l y p r o h i b i t e d . TEXAS REGISTERED ENGINEERING FIRM F-181 TBPLS FIRM No.10003700 GRAPHIC SCALE: 1" = 50' 50'25'0'10'20'30'40'50' LOCATION MAP SCALE 1" = 2000' GEORGETOWN, TX 2019-24-FP OWNER: SPEED STOP FOOD STORE, LLC PO BOX 1876 VICTORIA, TX 77902 ENGINEER/SURVEYOR: STEGER BIZZELL ENGINEERING 1978 S. AUSTIN AVE. GEORGETOWN, TX 78626 TOTAL ACREAGE: 3.39 AC TOTAL No. OF LOTS:1 TOTAL No. OF BLOCKS:1 LINEAR FEET OF NEW STREETS:0 BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE (NAD_83 (2011)). ALL DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID-TO-SURFACE COMBINED ADJUSTMENT FACTOR OF 1.00013. BENCHMARK : MAG NAIL WITH WASHER STAMPED "CONTROL POINT" SET. APPROXIMATELY 93 FEET WEST OF CENTERLINE IH 35 SOUTH BOUND FRONTAGE ROAD, APPROXIMATELY 60 FEET SOUTH EAST OF THE CENTERLINE JM PAGE ROAD, AND APPROXIMATELY 34 FEET NORTH OF THE CENTERLINE OF FM 2243 ALSO KNOWN AS LEANDER ROAD. GRID NORTHING: 10199442.54 GRID EASTING: 3127629.17 ELEV: 782.74' (NAVD 88) LOT 1 BLOCK 1 (3.302 ACRES) 1 Page 30 of 106 GEORGETOWN, TX 78626 STEGERBIZZELL.COM >>ENGINEERS >>PLANNERS >>SURVEYORS 512.930.9412 SERVICES METRO ADDRESS 1978 S. AUSTIN AVENUE WEB DRAWN BY: SF REVIEWED BY: MAE APPROVED BY: MAEJOB No. 21223-3 DATE: 14-Oct-19 SHEET of 2 REPLAT SPEEDY STOP SUBDIVISION A 3.39 Acre Subdivision being a replat of Lot 2 and Lot 3, LEANDER ROAD LLC SUBDIVISION and a 1.01 acre tract, all situated in the Clement Stubblefield Survey Abstract No. 558 Williamson County, Texas Th e s e d r a w i n g s a r e t h e s o l e p r o p e r t y o f S T E G E R B I Z Z E L L . T h e u s e o f t h e s e d r a w i n g s i s h e r e b y r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d . R e p r o d u c t i o n o r r e u s e o f t h e s e d r a w i n g s i n w h o l e o r i n p a r t w i t h o u t w r i t t e n p e r m i s s i o n o f S T E G E R B I Z Z E L L i s s t r i c t l y p r o h i b i t e d . TEXAS REGISTERED ENGINEERING FIRM F-181 TBPLS FIRM No.10003700 2019-24-FP STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { I, SPEEDY STOP FOOD STORES, LLC, A TEXAS LIMITED LIABILITY COMPANY, SOLE OWNER OF THE CERTAIN 3.94 ACRE TRACT OF LAND SHOWN HEREON AND DESCRIBED IN A DEED RECORDED IN DOCUMENT NO. 2013025322, DOCUMENT NO. 2015091961, AND DOCUMENT NO. 2008060000 OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND DO HEREBY RESUBDIVIDE. SAID TRACT AS SHOWN HEREON, AND DO HEREBY CONSENT TO ALL PLAT NOTE REQUIREMENTS SHOWN HEREON, AND DO HEREBY DEDICATE TO THE CITY OF GEORGETOWN THE STREETS, ALLEYS, RIGHTS-OF-WAY, EASEMENTS AND PUBLIC PLACES SHOWN HEREON FOR SUCH PUBLIC PURPOSES AS THE CITY OF GEORGETOWN MAY DEEM APPROPRIATE. THIS SUBDIVISION IS TO BE KNOWN AS: "SPEEDY STOP SUBDIVISION" TO CERTIFY WHICH, WITNESS BY MY HAND THIS________ DAY OF__________ , 20__ . SPEED STOP FOOD STORES, LLC PO BOX 1876 VICTORIA, TX 77902 361-582-5121 BY: CARLTON LaBEFF STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED CARLTON LaBEFF, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS________ DAY OF__________ , 20__ . _______________________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES ON: ________________________ STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { I, MIGUEL A. ESCOBAR, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECTLY MADE FROM AN ACTUAL SURVEY MADE ON THE GROUND OF THE PROPERTY LEGALLY DESCRIBED HEREON, AND THAT THERE ARE NO APPARENT DISCREPANCIES, CONFLICTS, OVERLAPPING OF IMPROVEMENTS, VISIBLE UTILITY LINES OR ROADS IN PLACE, EXCEPT AS SHOWN ON THE ACCOMPANYING PLAT, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF GEORGETOWN, TEXAS. TO CERTIFY WHICH, WITNESS MY HAND AND SEAL AT GEORGETOWN, WILLIAMSON, TEXAS, THIS ________DAY OF__________ , 20__. MIGUEL A. ESCOBAR, L.S.L.S., R.P.L.S. REGISTERED PROFESSIONAL SURVEYOR STATE OF TEXAS NO. 5630 I, SOFIA NELSON, PLANNING DIRECTOR OF THE CITY OF GEORGETOWN, TEXAS, DO HEREBY CERTIFY THIS PLAT IS APPROVED FOR FILING OF RECORD WITH THE COUNTY CLERK OF WILLIAMSON COUNTY, TEXAS. _________________________ __________________________ SOFIA NELSON, PLANNING DIRECTOR DATE STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { I, NANCY RISTER, CLERK OF THE COUNTY COURT OF SAID COUNTY, DO HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT IN WRITING, WITH ITS CERTIFICATE OF AUTHENTICATION WAS FILED FOR RECORD IN MY OFFICE ON THE________ DAY OF__________, 20__, A.D., AT ___ O’CLOCK, __.M., AND DULY RECORDED THIS THE________DAY OF__________, 20__, A.D., AT ___ O’CLOCK, __.M., IN THE OFFICIAL PUBLIC RECORDS OF SAID COUNTY IN DOCUMENT NO.______________. TO CERTIFY WHICH, WITNESS MY HAND AND SEAL AT THE COUNTY COURT OF SAID COUNTY, AT MY OFFICE IN GEORGETOWN, TEXAS, THE DATE LAST SHOWN ABOVE WRITTEN. NANCY RISTER, CLERK COUNTY COURT OF WILLIAMSON COUNTY, TEXAS BY: ______________________________, DEPUTY STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { I, CITIZENS BANK, NATIONAL ASSOCIATION, LIEN HOLDER OF THE CERTAIN 3.39 ACRE TRACT OF LAND SHOWN HEREON AND DESCRIBED IN A DEED RECORDED IN DOCUMENT NO. 2013025322, DOCUMENT NO. 2015091961, AND DOC. NO. 2008060000 OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, DO HEREBY CONSENT TO THE RESUBDIVISION OF SAID TRACT AS SHOWN HEREON, AND DO FURTHER HEREBY JOIN, APPROVE AND CONSENT TO ALL PLAT NOTE REQUIREMENTS SHOWN HEREON, AND DO HEREBY DEDICATE TO THE CITY OF GEORGETOWN THE STREETS, ALLEYS, RIGHTS-OF-WAY, EASEMENTS AND PUBLIC PLACES SHOWN HEREON FOR SUCH PUBLIC PURPOSES AS THE CITY OF GEORGETOWN MAY DEEM APPROPRIATE. THIS SUBDIVISION IS TO BE KNOWN AS: "SPEEDY STOP SUBDIVISION" TO CERTIFY WHICH, WITNESS BY MY HAND THIS________ DAY OF__________ , 20__ . CITIZENS BANK, NATIONAL ASSOCIATION 28 STATE STREET BOSTON, MA 02109 617-725-5900 by:THOMAS L. GORE SENIOR VICE PRESIDENT STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED THOMAS L. GORE, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS________ DAY OF__________ , 20__ . __________________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES ON: _________________ STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { I, DAVID L. PLATT, REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS SUBDIVISION IS IN THE EDWARDS AQUIFER RECHARGE ZONE AND IS NOT ENCROACHED BY A ZONE A FLOOD AREA, AS DENOTED HEREIN, AND AS DEFINED BY FEDERAL EMERGENCY MANAGEMENT ADMINISTRATION FLOOD HAZARD BOUNDARY MAP, COMMUNITY PANEL NUMBER 48491C0480E, EFFECTIVE DATE SEPTEMBER 26, 2008, AND THAT EACH LOT CONFORMS TO THE CITY OF GEORGETOWN REGULATIONS. THE FULLY DEVELOPED, CONCENTRATED STORMWATER RUNOFF RESULTING FROM THE ONE HUNDRED (100) YEAR FREQUENCY STORM IS CONTAINED WITHIN THE DRAINAGE EASEMENTS SHOWN AND/OR PUBLIC RIGHTS-OF-WAY DEDICATED BY THIS PLAT. TO CERTIFY WHICH, WITNESS MY HAND AND SEAL AT GEORGETOWN, WILLIAMSON, TEXAS, THIS ________DAY OF_________ , 20__. _____________________________ DAVID L. PLATT REGISTERED PROFESSIONAL ENGINEER STATE OF TEXAS NO. 115964 2 BASED UPON THE ABOVE REPRESENTATIONS OF THE ENGINEER OR SURVEYOR WHOSE SEAL IS AFFIXED HERETO, AND AFTER A REVIEW OF THE PLAT AS REPRESENTED BY THE SAID ENGINEER OR SURVEYOR, I FIND THAT THIS PLAT COMPLIES WITH THE REQUIREMENTS OF CHAPTER 15.44, FLOOD DAMAGE PREVENTION, OF THE GEORGETOWN MUNICIPAL CODE. THIS CERTIFICATION IS MADE SOLELY UPON SUCH REPRESENTATIONS AND SHOULD NOT BE RELIED UPON FOR VERIFICATIONS OF THE FACTS ALLEGED. THE CITY OF GEORGETOWN DISCLAIMS ANY RESPONSIBILITY TO ANY MEMBER OF THE PUBLIC OR INDEPENDENT VERIFICATIONS OF THE REPRESENTATION, FACTUAL OR OTHERWISE, CONTAINED IN THIS PLAT AND THE DOCUMENTS ASSOCIATED WITH IT. ________________________________ GLEN HOLCOMB, CHIEF BUILDING OFFICIAL DATE CITY OF GEORGETOWN DESCRIPTION OF A 3.39 ACRE TRACT OF LAND LOCATED IN THE CLEMENT STUBBLEFIELD SURVEY, ABSTRACT 558, WILLIAMSON COUNTY, TEXAS, BEING ALL OF LOT 2 AND LOT 3, LEANDER ROAD LLC SUBDIVISION, A MAP OF WHICH IS RECORDED IN DOCUMENT NUMBER 2008082453 (CABINET FF, SLIDE 141) OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND ALL OF THAT CERTAIN 1.01 ACRE TRACT OF LAND DESCRIBED IN DOCUMENT NO. 2013025322, SAID OFFICIAL PUBLIC RECORDS, SAID LOT 2, SAID LOT 3, AND SAID 1.01 ACRE TRACT BEING CONVEYED TO SPEEDY STOP FOOD STORES, LLC BY WARRANTY DEED, WARRANTY DEED WITH VENDOR'S LIEN, AND GENERAL WARRANTY DEED OF RECORD IN DOCUMENT NUMBER 2015037961, 2008060000, AND 2013025322, SAID OFFICIAL PUBLIC RECORDS (RESPECTIVLEY) , SAID 3.394 ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING, at a 1/2 inch iron rod found on the north right-of-way line of FM 2243, also known as Leander Road, a 100 foot right-of-way, portions of which were dedicated by Volume 409, Page 78, of the Deed Records of Williamson County, Texas, for the southwest corner of said 1.01 acre tract of land, same point being the southeast corner of that certain 1.88 acre tract of land described in Document No. 2013061052, said Official Public Records, for the southwest corner of the herein described tract; THENCE, North 08°51'57" West, with the west boundary line of said 1.01 acre tract of land, a distance of 149.95 feet, to a **** for the northwest corner of said 1.01 acre tract of land, same point being the southwest corner of said Lot 2; THENCE, North 08°53'59" West, with the west boundary line of said Lot 2, a distance of 282.40 feet, to a 1/2 inch iron rod with cap stamped “Halff Associates” found for the northwest corner of said Lot 2, same point being the southwest corner of Lot 1, said LEANDER ROAD LLC Subdivision, and for the northwest corner of the herein described tract; THENCE, North 68°48'41" East, with the north boundary line of said Lot 2, a distance of 299.67 feet, to a *****; THENCE, North 81°14'12" East, continuing with said north boundary line of said Lot 2, a distance of 50.07 feet, to a *****, on the west right-of-way line of Interstate No. 35, a 600 foot wide roadway dedicated in Volume 464, Page 521, said Deed Records, for the northeast corner of said Lot 2; THENCE, South 08°50'19" East, with said west right-of-way line of said Interstate No. 35, same line being the east boundary line of said Lot 2 and continuing with the east boundary line of said Lot 3, a distance of 421.06 feet, to a mag nail found in a broken Texas Department of Transportation (TxDOT) Type I Concrete Monument at its intersection with said north right-of-way line of said FM 2243, for the southeast corner of the herein described tract; THENCE, South 68°27'54" West, with the south boundary line of said Lot 3, same line being said north right-of-way line of FM 2243, a distance of 51.31 feet, to a 1/2 inch iron rod found for the southwest corner of said Lot 3, same point being the southeast corner of said 1.01 acre tract of land; THENCE, South 68°48'25" West, with the south boundary line of said 1.01 acre tract, same line being the north right-of-way line of said FM 2243, a distance of 299.31 feet, to the POINT OF BEGINNING, and containing 3.39 acres of land, more or less, within these metes and bounds. THIS SUBDIVISION TO BE KNOWN AS "SPEEDY STOP SUBDIVISION" HAS BEEN APPROVED ACCORDING TO THE MINUTES OF THE MEETING OF THE GEORGETOWN PLANNING AND ZONING COMMISSION ON THE________ DAY OF__________, 20___, A.D. _____________________________________ ______________________________ ERCEL BRASHEAR, CHAIRMAN DATE _____________________________________ ______________________________ BEN STEWART, SECRETARY DATE Page 31 of 106 City of Georgetown, Texas Planning and Zoning December 3, 2019 S UB J E C T: C onsideration and pos s ible ac tion to approve an application for an Amending P lat, c onsisting of approximately 0.258 acres in the in the N icholas P orter S urvey, Abstract 497, patented in conflict with the O rville P erry Survey Abstract N o.10, being all of L ots 7, 8, and 9, Block 3, C ountry Club E states, generally located at 1204 Williams D rive to be known as Amended P lat of Lots 7-9, B lock 3, Country C lub Estates (2019-45-F P ) -- Ethan Harwell, P lanner IT E M S UMMARY: Project Information: Project Name: Amended P lat of Lots 7-9, Bloc k 3, C ountry C lub Es tates Project Location: 1204 Williams Drive, within C ity C ouncil dis tric t No. 2 Legal Description: Lots 7-9, Block 3, C ountry C lub Estates Zoning District: Loc al C ommerc ial, C -1 Applicant: S teger Bizzell Engineering, c /o David P latt Property Owner: John & Elizabeth Huennekens Case History: T his is the sec ond cons ideration for this reques t. T his request was disapproved by the P lanning and Zoning C ommission at their November 19, 2019 meeting. Recommended Action: Approval Intergovernmental and Interdepartmental Review: T he submitted Amending P lat was reviewed by the applicable C ity. T hese applications are reviewed to ensure c onsistenc y with the development standards of the Unified Development C ode (UDC ) and other applicable codes. All technic al review comments have been addressed by the Applicant. In ac cordance with Unified Development C ode (UDC ) S ection 3.08.080.E.2, an Amending P lat s hall not be c onsidered for final ac tion until the P lanning and Zoning C ommission has determined the following: Approval Criteria Complies Conditionally Complies Does Not Comply a. T he Amending P lat is acc eptable for c onsideration, meaning the application is c omplete and the information contained within the applic ation is correc t and s uffic ient to allow adequate c onsideration and final action. X b. T he plat meets the requirements of Texas Loc al G overnment C ode § 212.016. X c . T he plat meets or exc eeds the requirements of this Unified Development C ode and any applicable S tate law. X Page 32 of 106 d. T he plat is c onsistent with the recorded subdivision it is amending. XApproval Criteria Complies Conditionally Complies Does Not Comply F IN AN C IAL IMPAC T: None. T he applicant has paid the required application fees . S UB MIT T E D B Y: Ethan Harwell, P lanner AT TAC H ME N T S: Description Type Exhibit A – Review Comments Checklis t Exhibit Exhibit B – Submitted Plan Exhibit Page 33 of 106 Review Comments Checklist Page 1 of 4 Amending Plat Application Information Case Number 2019-45-FP Date Filed 10/17/2019 Project Name Amended Plat of Lots 7-9, Block 3, Country Club Estates Address/Location 1204 Williams Drive Case Manager Ethan Harwell, Planner Edwards Aquifer Recharge Zoning C-1 Required Fees Fee UDC Section Received Parkland Dedication 13.08.030 n/a TIA Pro Rata 12.09 n/a Fiscal Surety 13.09 n/a Tree Mitigation 8.02.040 n/a Summary of Review Comments by Department Detailed comments can be found in Exhibit B. Planning Requirement UDC Section Complies Complies w/ Conditions Does Not Comply N/A Sheet Number Compliance with Application Checklist UDC Development Manual 1.11 ☒ ☐ ☐ ☐ Phasing Plan Preliminary Plat Phasing Plan 3.08.070 ☐ ☐ ☐ ☒ Dimensional Standards Minimum Lot Area 7.02.020 ☒ ☐ ☐ ☐ Minimum Lot Width 7.02.020 ☒ ☐ ☐ ☐ Circulation OTP Roads 12.02 ☐ ☐ ☐ ☒ Other Roads 12.03 ☐ ☐ ☐ ☒ Streets and Blocks 12.05 ☐ ☐ ☐ ☒ Page 34 of 106 Page 2 of 4 Engineering Requirement UDC Section Complies Complies w/ Conditions Does Not Comply N/A Sheet Number Compliance with Design Manuals City Construction Specifications and Standards Manual 1.12 ☐ ☐ ☐ ☒ Drainage Criteria Manual 1.13 ☐ ☐ ☐ ☒ Stormwater Management & Water Quality Impervious Cover Ratio 11.02 ☐ ☐ ☐ ☒ Stormwater Management 11.04 ☐ ☐ ☐ ☒ Water Quality 11.07 ☐ ☐ ☐ ☒ Circulation Connections to Major Streets 12.05.010 ☐ ☐ ☐ ☒ Street Network Connections 12.05.010 ☐ ☐ ☐ ☒ Streets and Blocks 12.05.020 ☐ ☐ ☐ ☒ Connectivity Ratio 12.05.030 ☐ ☐ ☐ ☒ Streets OTP Road 12.02 ☐ ☐ ☐ ☒ Other Roads 12.03 ☐ ☐ ☐ ☒ Design Standards 12.06 ☐ ☐ ☐ ☒ Public Improvements General Requirements 13.02 ☐ ☐ ☐ ☒ Utility Easements 12.03 ☐ ☐ ☐ ☒ Public Water Standards 13.04 ☐ ☐ ☐ ☒ Public Wastewater Standards 13.05 ☐ ☐ ☐ ☒ Master Plan Infrastructure 13.07 ☐ ☐ ☐ ☒ Page 35 of 106 Page 3 of 4 Landscaping and Tree Preservation Requirement UDC Section Complies Complies w/ Conditions Does Not Comply N/A Sheet Number Compliance with Application Checklist UDC Development Manual 1.11 ☒ ☐ ☐ ☐ Tree Preservation Heritage Trees 8.02.030-40 ☐ ☐ ☐ ☒ Protected Trees 8.02.030-40 ☐ ☐ ☐ ☒ Mitigation 8.02.030-40 ☐ ☐ ☐ ☒ Parks and Recreation Requirement UDC Section Complies Complies w/ Conditions Does Not Comply N/A Sheet Number Parkland Dedication 13.08.030 ☐ ☐ ☐ ☒ Location, Site, and Development Standards for Public Parkland 13.08.040 ☐ ☐ ☐ ☒ Addressing Requirement UDC Section Complies Does Not Comply Addressing and Naming Policy 12.06.J ☒ ☐ Comments Fire Requirement UDC Section Complies Complies w/ Conditions Does Not Comply N/A Sheet Number International Fire Code 7.02.010 ☒ ☐ ☐ ☐ ☐ Page 36 of 106 Page 4 of 4 Electric Service Area Comments GUS None Page 37 of 106 BENCHMARK 58-53 MAGNAIL IN BACK OF CURB ELEV = 755.26 "AMERISURVEYORS" "TLS" "AMERISURVEYORS" LOT 6, BLOCK 3 COUNTRY CLUB ESTATES CAB A, SLIDE 119, PR LOT 10, BLOCK 3 COUNTRY CLUB ESTATES CAB A, SLIDE 119, PR LOT 13, BLOCK 3 COUNTRY CLUB ESTATES CAB A, SLIDE 119, PR LOT 24, BLOCK 3 COUNTRY CLUB ESTATES CAB A, SLIDE 119, PR WI L L I A M S D R I V E ( R M 2 3 3 8 ) (F O R M A L L Y L A M P A S A S R D ) (R O W V A R I E S ) (S T A T E O F T E X A S , V O L . 4 1 6 , PA G E 7 , C O R R E C T E D I N V O L . 41 9 , P A G E 2 7 6 , D R ) DR I L L HO L E DR I L L HO L E N 3 5 ° 4 1 ' 3 8 " W 7 5 . 0 1 ' N 54° 13' 45" E 149.80' S 3 5 ° 4 1 ' 3 8 " E 7 5 . 0 1 ' S 54° 13' 45" W 149.80' 1.86' 1ƒ : 1.62' 1ƒ : 2.18'1ƒ : 0.25' POINT OF BEGINNING 87.7' LOT 7A, BLOCK 3 0.258 ACRES (11,236 SQ. FT.) BENCHMARKS: BM 58-53 - MAG NAIL ON TOP OF CURB LOCATED ON THE SOUTH SIDE OF WILLIAMS DRIVE, APPROXIMATELY 51 FEET WEST OF THE DRIVEWAY TO 1204 WILLIAMS DRIVE GRID N: 10210617.08 GRID E: 3130262.79 ELEV: 755.26 (NAVD88) SITE INTE R S T A T E H I G H W A Y 3 5 WI L L I A M S D R I V E AU S T I N A V E ST A T E H W Y 2 9 (U N I V E R S I T Y B L V D ) GEORGETOWN, TEXAS MORRIS DR CEDAR DR W I L L I A M S D R I V E BENCHMARK IRON ROD FOUND (1/2" OR AS NOTED) ROW OR OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS OPR OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS DR PR DEED RECORDS OF WILLIAMSON COUNTY, TEXAS PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS RIGHT-OF-WAY POB POINT OF BEGINNING LEGEND BEARINGS ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE (NAD_83 (2011)). ALL DISTANCES SHOWN HEREON ARE SURFACE VALUES REPRESENTED IN U.S. SURVEY FEET BASED ON A GRID-TO-SURFACE COMBINED ADJUSTMENT FACTOR OF 1.00013. PLAT NOTES: 1.UTILITY PROVIDERS FOR THIS DEVELOPMENT ARE WATER: CITY OF GEORGETOWN, WASTEWATER: CITY OF GEORGETOWN, AND ELECTRIC: CITY OF GEORGETOWN. 2.THERE ARE NO AREAS WITHIN THE BOUNDARIES OF THIS SUBDIVISION IN THE 100-YEAR FLOODPLAIN AS DEFINED BY FIRM MAP NUMBER 48491C0295E, EFFECTIVE DATE OF SEPTEMBER 26, 2008. 3.IN ORDER TO PROMOTE DRAINAGE AWAY FROM A STRUCTURE, THE SLAB ELEVATION SHOULD BE BUILT AT LEAST ONE-FOOT ABOVE THE SURROUNDING GROUND, AND THE GROUND SHOULD BE GRADED AWAY FROM THE STRUCTURE AT A SLOPE OF 1/2 INCH PER FOOT FOR A DISTANCE OF AT LEAST 10 FEET. 4.ALL SEDIMENTATION, FILTRATION, DETENTION, AND/OR RETENTION BASINS AND RELATED APPURTENANCES SHOWN SHALL BE SITUATED WITHIN A DRAINAGE EASEMENT OR DRAINAGE LOT. THE OWNERS, HOA, OR ASSIGNEES OF THE TRACTS UPON WHICH ARE LOCATED SUCH EASEMENTS, APPURTENANCES, AND DETENTION FACILITIES SHALL MAINTAIN SAME AND BE RESPONSIBLE FOR THEIR MAINTENANCE, ROUTINE INSPECTION, AND UPKEEP. 5.ANY HERITAGE TREE AS NOTED ON THIS PLAT IS SUBJECT, IN PERPETUITY, TO THE MAINTENANCE, CARE, PRUNING AND REMOVAL REQUIREMENTS OF THE CITY OF GEORGETOWN. APPROVED REMOVAL DOES NOT REQUIRE MODIFICATION OF THE PLAT. THERE ARE NO HERITAGE TREES ON THIS SITE. 6.ALL INDIVIDUAL LOTS CONTAINING HERITAGE TREES ARE CONFIGURED AND DESIGNED SO THAT THE LOT IS DEVELOPABLE FOR THE INTENDED PURPOSE WITHOUT REQUIRING REMOVAL OF THE HERITAGE TREES OR EXCEEDING THE PERCENTAGE OF ALLOWABLE DISTURBANCE WITHIN THE HERITAGE TREES CRZ. THERE ARE NO HERITAGE TREES ON THIS SITE. 7.THE MONUMENTS OF THIS PLAT HAVE BEEN ROTATED TO THE NAD 83/93 HARN - TEXAS CENTRAL ZONE AND NAVD 88. 8.THE MAXIMUM IMPERVIOUS COVERAGE PER NON-RESIDENTIAL LOT SHALL BE PURSUANT TO THE UDC AT THE TIME OF SITE PLAN APPLICATION BASED ON THE ZONING DESIGNATION OF THE PROPERTY. 9.THIS SUBDIVISION IS SUBJECT TO ALL GENERAL NOTES AND RESTRICTIONS APPEARING ON THE PLAT OF COUNTRY CLUB ESTATES, RECORDED IN CABINET A, SLIDE 119, OF PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS. 10.THE LANDOWNER ASSUMES ALL RISKS ASSOCIATED WITH IMPROVEMENTS LOCATED IN THE RIGHT-OF-WAY, OR ROAD WIDENING EASEMENTS. BY PLACING ANYTHING IN THE RIGHT-OF-WAY OR ROAD WIDENING EASEMENTS, THE LANDOWNER INDEMNIFIES AND HOLDS THE CITY OF GEORGETOWN, WILLIAMSON COUNTY, THEIR OFFICERS, AGENTS AND EMPLOYEES HARMLESS FROM ANY LIABILITY OWING TO PROPERTY DEFECTS OR NEGLIGENCE NOT ATTRIBUTABLE TO THEM AND ACKNOWLEDGES THAT THE IMPROVEMENTS MAY BE REMOVED BY THE CITY AND/OR COUNTY AND THAT THE OWNER OF THE IMPROVEMENTS WILL BE RESPONSIBLE FOR THE RELOCATION AND/OR REPLACEMENT OF THE IMPROVEMENTS. 11.THE BUILDING OF ALL STREETS, ROADS, AND OTHER PUBLIC THOROUGHFARES AND ANY BRIDGES OR CULVERTS NECESSARY TO BE CONSTRUCTED OR PLACED IS THE RESPONSIBILITY OF THE OWNERS OF THE TRACT OF LAND COVERED BY THIS PLAT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS PRESCRIBED BY THE CITY OF GEORGETOWN AND/OR WILLIAMSON COUNTY, TEXAS. NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON COUNTY ASSUMES ANY OBLIGATION TO BUILD ANY OF THE STREETS, ROADS, OR OTHER PUBLIC THOROUGHFARES SHOWN ON THIS PLAT OR OF CONSTRUCTING ANY OF THE BRIDGES OR DRAINAGE IMPROVEMENTS IN CONNECTION THEREWITH. NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON COUNTY ASSUMES ANY RESPONSIBILITY FOR DRAINAGE WAYS OR EASEMENTS IN THE SUBDIVISION, OTHER THAN THOSE DRAINING OR PROTECTING THE ROAD SYSTEM AND STREETS IN THEIR RESPECTIVE JURISDICTIONS. 12.NEITHER THE CITY OF GEORGETOWN NOR WILLIAMSON COUNTY ASSUMES ANY RESPONSIBILITY FOR THE ACCURACY OF REPRESENTATIONS BY OTHER PARTIES IN THIS PLAT. FLOODPLAIN DATA, IN PARTICULAR, MAY CHANGE DEPENDING ON SUBSEQUENT DEVELOPMENT. IT IS FURTHER UNDERSTOOD THAT THE OWNERS OF THE TRACT OF LAND COVERED BY THIS PLAT MUST INSTALL AT THEIR OWN EXPENSE ALL TRAFFIC CONTROL DEVICES AND SIGNAGE THAT MAY BE REQUIRED BEFORE THE STREETS IN THE SUBDIVISION HAVE FINALLY BEEN ACCEPTED FOR MAINTENANCE BY THE CITY AND / OR COUNTY. 13.RIGHT-OF-WAY EASEMENTS FOR WIDENING ROADWAYS OR IMPROVING DRAINAGE SHALL BE MAINTAINED BY THE LANDOWNER UNTIL ROAD OR DRAINAGE IMPROVEMENTS ARE ACTUALLY CONSTRUCTED ON THE PROPERTY. THE CITY AND/OR COUNTY HAVE THE RIGHT AT ANY TIME TO TAKE POSSESSION OF ANY ROAD WIDENING EASEMENT FOR CONSTRUCTION, IMPROVEMENT, OR MAINTENANCE OF THE ADJACENT ROAD. 14.THIS PLAT IS SUBJECT TO THE PROVISIONS OF THE CITY OF GEORGETOWN WATER CONSERVATION ORDINANCE. 15.THE SUBDIVISION SUBJECT TO THIS APPLICATION IS SUBJECT TO THE WATER QUALITY REGULATIONS OF THE CITY OF GEORGETOWN. 20'0'10'20' GRAPHIC SCALE: 1" = 20' 15'10'5' GEORGETOWN, TX 78626 STEGERBIZZELL.COM >>ENGINEERS >>PLANNERS >>SURVEYORS 512.930.9412 SERVICES METRO ADDRESS 1978 S. AUSTIN AVENUE WEB DRAWN BY: MAE REVIEWED BY: MAE APPROVED BY: MAEJOB No. 22709 DATE: 20-Nov-19 SHEET of 2 AMENDED PLAT OF LOTS 7, 8, & 9, BLOCK 3, COUNTRY CLUB ESTATES A 0.258 Acre Subdivision situated in the Nicholas Porter Survey, Abstract 497, patented in conflict with the Orville Perry Survey Abstract No.10 Williamson County, Texas Th e s e d r a w i n g s a r e t h e s o l e p r o p e r t y o f S T E G E R B I Z Z E L L . T h e u s e o f t h e s e d r a w i n g s i s h e r e b y r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d . R e p r o d u c t i o n o r r e u s e o f t h e s e d r a w i n g s i n w h o l e o r i n p a r t w i t h o u t w r i t t e n p e r m i s s i o n o f S T E G E R B I Z Z E L L i s s t r i c t l y p r o h i b i t e d . TEXAS REGISTERED ENGINEERING FIRM F-181 TBPLS FIRM No.10003700 2019-45-FP LOCATION MAP 1" = 3000' 1 OWNER: JOHN AND ELIZABETH HUENNEKENS 324 SHINER LANE GEORGETOWN, TEXAS 78628 ENGINEER/SURVEYOR: STEGER BIZZELL 1978 S. AUSTIN AVE. GEORGETOWN, TEXAS 78626 PHONE: 512-930-9412 TOTAL ACREAGE: 0.258 NUMBER OF LOTS:1 NUMBER OF BLOCK:1 L.F. OF NEW STREETS: 0 Page 38 of 106 GEORGETOWN, TX 78626 STEGERBIZZELL.COM >>ENGINEERS >>PLANNERS >>SURVEYORS 512.930.9412 SERVICES METRO ADDRESS 1978 S. AUSTIN AVENUE WEB DRAWN BY: MAE REVIEWED BY: MAE APPROVED BY: MAEJOB No. 22709 DATE: 20-Nov-19 SHEET of 2 AMENDED PLAT OF LOTS 7, 8, & 9, BLOCK 3, COUNTRY CLUB ESTATES A 0.258 Acre Subdivision situated in the Nicholas Porter Survey, Abstract 497, patented in conflict with the Orville Perry Survey Abstract No.10 Williamson County, Texas Th e s e d r a w i n g s a r e t h e s o l e p r o p e r t y o f S T E G E R B I Z Z E L L . T h e u s e o f t h e s e d r a w i n g s i s h e r e b y r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d . R e p r o d u c t i o n o r r e u s e o f t h e s e d r a w i n g s i n w h o l e o r i n p a r t w i t h o u t w r i t t e n p e r m i s s i o n o f S T E G E R B I Z Z E L L i s s t r i c t l y p r o h i b i t e d . TEXAS REGISTERED ENGINEERING FIRM F-181 TBPLS FIRM No.10003700 2019-45-FP STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { WE, JOHN HUENNEKENS AND ELIZABETH HUENNEKENS, OWNERS OF THE CERTAIN 0.258 ACRE TRACT OF LAND SHOWN HEREON AND DESCRIBED IN A DEED RECORDED IN DOCUMENT NO. 2019084206, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AND DO HEREBY AMEND SAID TRACT AS SHOWN HEREON, AND DO HEREBY CONSENT TO ALL PLAT NOTE REQUIREMENTS SHOWN HEREON, AND DO HEREBY DEDICATE TO THE CITY OF GEORGETOWN THE STREETS, ALLEYS, RIGHTS-OF-WAY, EASEMENTS AND PUBLIC PLACES SHOWN HEREON FOR SUCH PUBLIC PURPOSES AS THE CITY OF GEORGETOWN MAY DEEM APPROPRIATE. THIS SUBDIVISION IS TO BE KNOWN AS: AMENDED PLAT OF LOTS 7, 8 & 9, BLOCK 3, COUNTRY CLUB ESTATES TO CERTIFY WHICH, WITNESS BY MY HAND THIS ________DAY OF___________________ , 20__. ____________________________________ JOHN HUENNEKENS 324 SHINER LANE GEORGETOWN, TEXAS ____________________________________ ELIZABETH HUENNEKENS 324 SHINER LANE GEORGETOWN, TEXAS STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED JOHN HUENNEKENS KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ________ DAY OF__________ , 20 . _______________________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES ON: ________________________ STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { I, ROB RANDIG, SENIOR VICE PRESIDENT OF ROUND TOP STATE BANK, LIEN HOLDER OF THE CERTAIN 0.258 ACRE TRACT OF LAND SHOWN HEREON AND DESCRIBED IN A DEED RECORDED IN DOCUMENT NO. 2019084206, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, DO HEREBY CONSENT TO THE AMENDMENT OF SAID TRACT AS SHOWN HEREON, AND DO FURTHER HEREBY JOIN, APPROVE AND CONSENT TO ALL PLAT NOTE REQUIREMENTS SHOWN HEREON, AND DO HEREBY DEDICATE TO THE CITY OF GEORGETOWN THE STREETS, ALLEYS, RIGHTS-OF-WAY, EASEMENTS AND PUBLIC PLACES SHOWN HEREON FOR SUCH PUBLIC PURPOSES AS THE CITY OF GEORGETOWN MAY DEEM APPROPRIATE. THIS SUBDIVISION IS TO BE KNOWN AS: AMENDED PLAT OF LOTS 7, 8 & 9, BLOCK 3, COUNTRY CLUB ESTATES TO CERTIFY WHICH, WITNESS BY MY HAND THIS ________DAY OF___________________ , 20__. ______________________________________ ROB RANDIG SENIOR VICE PRESIDENT OF ROUND TOP STATE BANK 2250 N A.W. GRIMES BLVD ROUND ROCK TEXAS 78665 I, DAVID L. PLATT, REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS SUBDIVISION IS IN THE EDWARDS AQUIFER RECHARGE ZONE AND IS NOT ENCROACHED BY A ZONE A FLOOD AREA, AS DENOTED HEREIN, AND AS DEFINED BY FEDERAL EMERGENCY MANAGEMENT ADMINISTRATION FLOOD HAZARD BOUNDARY MAP, COMMUNITY PANEL NUMBER 48491C0295E, EFFECTIVE DATE SEPTEMBER 26, 2008, AND THAT EACH LOT CONFORMS TO THE CITY OF GEORGETOWN REGULATIONS. THE FULLY DEVELOPED, CONCENTRATED STORMWATER RUNOFF RESULTING FROM THE ONE HUNDRED (100) YEAR FREQUENCY STORM IS CONTAINED WITHIN THE DRAINAGE EASEMENTS SHOWN AND/OR PUBLIC RIGHTS-OF-WAY DEDICATED BY THIS PLAT. TO CERTIFY WHICH, WITNESS MY HAND AND SEAL AT GEORGETOWN, WILLIAMSON COUNTY, TEXAS, THIS ________DAY OF___________________ , 20__. _______________________________________ DAVID L. PLATT REGISTERED PROFESSIONAL ENGINEER NO. 115964 STATE OF TEXAS STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { I, MIGUEL A. ESCOBAR, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECTLY MADE FROM AN ACTUAL SURVEY MADE ON THE GROUND OF THE PROPERTY LEGALLY DESCRIBED HEREON, AND THAT THERE ARE NO APPARENT DISCREPANCIES, CONFLICTS, OVERLAPPING OF IMPROVEMENTS, VISIBLE UTILITY LINES OR ROADS IN PLACE, EXCEPT AS SHOWN ON THE ACCOMPANYING PLAT, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF GEORGETOWN, TEXAS. TO CERTIFY WHICH, WITNESS MY HAND AND SEAL AT GEORGETOWN, WILLIAMSON, TEXAS, THIS ________DAY OF___________________ , 20__. _______________________________________ MIGUEL A. ESCOBAR, LSLS, RPLS REGISTERED PROFESSIONAL SURVEYOR NO. 5630 STATE OF TEXAS I, SOFIA NELSON, PLANNING DIRECTOR OF THE CITY OF GEORGETOWN, TEXAS, DO HEREBY CERTIFY THIS PLAT IS APPROVED FOR FILING OF RECORD WITH THE COUNTY CLERK OF WILLIAMSON COUNTY, TEXAS. _______________________________________________________ SOFIA NELSON, PLANNING DIRECTOR DATE THIS SUBDIVISION TO BE KNOWN AS AMENDED PLAT OF LOTS 7, 8, AND 9, BLOCK 3, COUNTRY CLUB ESTATES HAS BEEN ACCEPTED AND APPROVED FOR FILING OF RECORD WITH THE COUNTY CLERK OF WILLIAMSON COUNTY, TEXAS, ACCORDING TO THE MINUTES OF THE MEETING OF THE GEORGETOWN PLANNING AND ZONING COMMISSION ON THE ____ DAY OF _____________, 20___, A.D. _______________________________________________________ ERCEL BRASHEAR, CHAIRMAN DATE ________________________________________________________ , SECRETARY DATE BASED UPON THE ABOVE REPRESENTATIONS OF THE ENGINEER OR SURVEYOR WHOSE SEAL IS AFFIXED HERETO, AND AFTER A REVIEW OF THE PLAT AS REPRESENTED BY THE SAID ENGINEER OR SURVEYOR, I FIND THAT THIS PLAT COMPLIES WITH THE REQUIREMENTS OF CHAPTER 15.44, FLOOD DAMAGE PREVENTION, OF THE GEORGETOWN MUNICIPAL CODE. THIS CERTIFICATION IS MADE SOLELY UPON SUCH REPRESENTATIONS AND SHOULD NOT BE RELIED UPON FOR VERIFICATIONS OF THE FACTS ALLEGED. THE CITY OF GEORGETOWN DISCLAIMS ANY RESPONSIBILITY TO ANY MEMBER OF THE PUBLIC OR INDEPENDENT VERIFICATIONS OF THE REPRESENTATION, FACTUAL OR OTHERWISE, CONTAINED IN THIS PLAT AND THE DOCUMENTS ASSOCIATED WITH IT. ________________________________________ GLEN HOLCOMB, BUILDING OFFICIAL DATE CITY OF GEORGETOWN STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { I, NANCY RISTER, CLERK OF THE COUNTY COURT OF SAID COUNTY, DO HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT IN WRITING, WITH ITS CERTIFICATE OF AUTHENTICATION WAS FILED FOR RECORD IN MY OFFICE ON THE________ DAY OF__________, 20__, A.D., AT ___ O’CLOCK, __.M., AND DULY RECORDED THIS THE________DAY OF__________, 20__, A.D., AT ___ O’CLOCK, __.M., IN THE OFFICIAL PUBLIC RECORDS OF SAID COUNTY IN DOCUMENT NO.______________. TO CERTIFY WHICH, WITNESS MY HAND AND SEAL AT THE COUNTY COURT OF SAID COUNTY, AT MY OFFICE IN GEORGETOWN, TEXAS, THE DATE LAST SHOWN ABOVE WRITTEN. NANCY RISTER, CLERK COUNTY COURT OF WILLIAMSON COUNTY, TEXAS BY: ____________________________, DEPUTY STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED ELIZABETH HUENNEKENS KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ________ DAY OF__________ , 20 . _______________________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES ON: ________________________ STATE OF TEXAS { KNOW ALL MEN BY THESE PRESENTS COUNTY OF WILLIAMSON { BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY PERSONALLY APPEARED _________________________ KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS ________ DAY OF__________ , 20 . _______________________________________________ NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS MY COMMISSION EXPIRES ON: ________________________ DESCRIPTION OF A 0.258 ACRE TRACT OF LAND LOCATED IN THE NICOLAS PORTER SURVEY, ABSTRACT 497, PATENTED IN CONFLICT WITH THE ORVILLE PERRY SURVEY, ABSTRACT 10, WILLIAMSON COUNTY, TEXAS, BEING ALL OF LOTS 7, 8, AND 9, BLOCK 3, COUNTRY CLUB ESTATES, A SUBDIVISION OF RECORD IN CABINET A, SLIDE 119, OF THE PLAT RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.258 ACRE TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING, AT A 1/2 INCH IRON ROD FOUND ON THE SOUTHWEST RIGHT-OF-WAY LINE OF WILLIAMS DRIVE (FM 2338)(FORMALLY KNOWN AS LAMPASAS ROAD), A VARIABLE WIDTH ROADWAY, AS RECORDED IN VOLUME 416, PAGE 7, AND CORRECTED IN VOLUME 419, PAGE 276, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, FOR THE NORTH CORNER OF LOT 10, BLOCK 3, SAID COUNTRY CLUB ESTATES, SAME POINT BEING THE EAST CORNER OF SAID LOT 9 AND THE EAST CORNER OF THE HEREIN DESCRIBED TRACT; THENCE, SOUTH 54°13'45" WEST, WITH THE COMMON BOUNDARY LINE OF SAID LOT 9 AND SAID LOT 10, AT 147.92 FEET PASS A 1/2 INCH IRON ROD WITH CAP STAMPED “TLS” FOUND, IN ALL A TOTAL DISTANCE OF 149.80 FEET, TO A POINT ON THE NORTHEAST BOUNDARY LINE OF LOT 24, BLOCK 3, SAID COUNTRY CLUB ESTATES, FOR THE WEST CORNER OF SAID LOT 10, SAME POINT BEING THE SOUTH CORNER OF SAID LOT 9 AND THE SOUTH CORNER OF THE HEREIN DESCRIBED TRACT; THENCE, NORTH 35°41'38" WEST, WITH THE NORTHEAST BOUNDARY LINE OF SAID LOT 24, SAME LINE BEING THE SOUTHWEST BOUNDARY LINE OF SAID LOTS 9, 8 AND 7 (RESPECTIVELY), A DISTANCE OF 75.01 FEET, TO A 1/2 INCH IRON ROD WITH CAP STAMPED “AMARISURVEYORS” FOUND FOR THE EAST CORNER OF LOT 13, BLOCK 3, SAID COUNTRY CLUB ESTATES, SAME POINT BEING THE SOUTH CORNER OF LOT 6, BLOCK 3, SAID COUNTRY CLUB ESTATES, SAME POINT BEING THE WEST CORNER OF SAID LOT 7 AND THE WEST CORNER OF THE HEREIN DESCRIBED TRACT, FROM WHICH POINT A 1/2 INCH IRON ROD FOUND BEARS NORTH 38°30’55” WEST, A DISTANCE OF 1.62 FEET; THENCE, NORTH 54°13'45" EAST, WITH THE COMMON BOUNDARY LINE OF SAID LOT 6 AND SAID LOT 7, A DISTANCE OF 149.80 FEET, TO A POINT ON AFOREMENTIONED SOUTHWEST RIGHT-OF-WAY LINE OF WILLIAMS DRIVE, FOR THE EAST CORNER OF SAID LOT 6, SAME POINT BEING THE NORTH CORNER OF SAID LOT 7 AND THE NORTH CORNER OF THE HEREIN DESCRIBED TRACT, FROM WHICH POINT A 1/2 INCH IRON ROD WITH CAP STAMPED “AMARISURVEYORS” FOUND BEARS NORTH 07°57’07” WEST, A DISTANCE OF 0.25 FEET AND FROM WHICH POINT A 1/2 INCH IRON ROD FOUND BEARS NORTH 21°08’26” WEST, A DISTANCE OF 2.18 FEET; THENCE, SOUTH 35°41'38" EAST, WITH SAID SOUTHWEST RIGHT-OF-WAY LINE OF WILLIAMS DRIVE, SAME LINE BEING THE NORTHEAST BOUNDARY LINE OF SAID LOTS 7, 8 AND 9 (RESPECTIVELY), A DISTANCE OF 75.01 FEET, TO THE POINT OF BEGINNING, AND CONTAINING 0.258 ACRES (11,236 SQUARE FEET) OF LAND, MORE OR LESS, WITHIN THESE METES AND BOUNDS. 2 Page 39 of 106 City of Georgetown, Texas Planning and Zoning December 3, 2019 S UB J E C T: C onsideration and pos s ible ac tion to disapprove for the items set forth in this item an applic ation for a Traffic Impact Analysis , c onsisting of approximately 34.02 acres in the David Wright S urvey, Abs trac t No. 13, generally located at the northwes t corner of I H-35 and Lakeway Drive to be known as C ostco W holes ale (2019-5-T I A) -- David Munk, P E and Lua S aluone, Utility Engineering IT E M S UMMARY: Project Information: Project Name: C ostco W holes ale Project Location: Northwes t corner of I H-35 and Lakeway Drive, within C ity C ounc il district No. 5 Legal Description: 34.02 ac res in the David Wright S urvey, Abstract No. 13 Zoning District: G eneral C ommercial (C -3) Applicant: Winkelmann & Assoc iates Property Owner: G eorgetown G riffin F amily, LP and Helen T G eothe Case History: T he P lanning and Zoning C ommis s ion dis approved this item on O ctober 15, 2019. T his is the sec ond cons ideration of this reques t. Recommended Action: Dis approval bas ed on the findings that the reques t does not meet the C ity of G eorgetown ordinances, rules and regulations identified below and more s pecific ally lis ted in Exhibits A and B. Intergovernmental and Interdepartmental Review: T he submitted Traffic Impact Analys is was reviewed by the applic able C ity departments. T hese applications are reviewed to ensure c onsistenc y with the development standards of the Unified Development C ode (UDC ) and other applic able c odes . S taff has determined that the request does not comply with the ordinances, rules and regulations lis ted in Exhibits A and B. F IN AN C IAL IMPAC T: None. T he applicant has paid the required application fees . S UB MIT T E D B Y: David Munk, P E, Utility Engineer AT TAC H ME N T S: Description Type Exhibit A - Review Comments Checklist Exhibit Exhibit B - Detailed Staff Review Comments Exhibit Page 40 of 106 Review Comments Checklist Page 1 of 1 Traffic Impact Analysis Application Information Case Number 2019-5-TIA Date Filed 09/16/2019 Project Name Costco Wholesale Address/Location Northwest Corner of IH-35 and Lakeway Drive Case Manager David Munk, PE and Lua Saluone, Utility Engineering Requirement* UDC Section Complies Complies w/ Conditions Does Not Comply N/A Traffic Impact Analysis 12.09.030 ☐ ☐ ☒ ☐ TxDOT Roadway Design Manual 12.09.030 ☐ ☐ ☒ ☐ Non-Residential Driveways 12.08.020 ☒ ☐ ☐ ☐ Access Management Policy 12.02.030 ☒ ☐ ☐ ☐ Comprehensive Plan Streets City Code 10.12.090 ☒ ☐ ☐ ☐ Overall Transportation Plan Ord. 2015-19 ☒ ☐ ☐ ☐ *Detailed comments can be found in Exhibit B. Page 41 of 106 November 22, 2019 www.rpsgroup.com 4801 Southwest Parkway, Parkway 2, Suite 150 Austin TX 78735 T +1 512 328 5771 David Munk, P.E. Development Engineer City of Georgetown 300-1 Industrial Avenue Georgetown, TX 78627 david.munk@georgetown.org RE: Lakeway Drive Retail TIA (TIA-2019-147) Georgetown, Texas RPS Project No. 007125 Dear Mr. Munk, RPS has completed a review of the second submittal of Lakeway Drive Retail TIA Traffic Impact Analysis (TIA) prepared by Lee Engineering, Inc. Our comments are listed below. Please note that after the TIA has been revised, we will perform a third review and there may be additional comments based upon that review. 1. The Section 12.09.030 (B) Study Scope of the City of Georgetown Unified Development Code (UDC) states that “when a traffic impact analysis is required a scope of the analysis shall be determined”. Based on the approved scope of work Section 3 - Submittal states that “any TIA’s for review shall be submitted with an interim seal by a Texas PE.” Response: An interim seal has been included on this TIA to be reviewed. RPS: Comment addressed. 2. The Section 12.09.030 (B) Study Scope of the City of Georgetown Unified Development Code (UDC) states that “when a traffic impact analysis is required a scope of the analysis shall be determined”. The approved scope of work Section 3 – Analysis and Assumptions item g states that the applicant must “provide a site plan detailing all existing and future roadway and intersection geometrics.” Page 5 of the TIA states that access is proposed through four driveways. The eastern driveway at Lakeway Drive is described as having one right-in, left-in / right-out only access but the Figure 2 “Proposed Site Plan” shows this driveway configuration as a right-in / right-out driveway. The site plan does not provide an eastbound left turn bay for the vehicles entering the driveway. Please explain why the description in page 5 does not match the site plan. Also, an eastbound left turn bay should be provided at Lakeway Drive / proposed driveway (Roadway 2) intersection. Specify total length (deceleration length, storage and taper length) for the proposed eastbound left turn bay based on Table 3-3 of TxDOT’s Roadway Design Manual. Page 42 of 106 www.rpsgroup.com Page 2 Response: Modified as necessary. An exhibit showing the proposed eastbound left turn deceleration lane is provided with this letter. The left turn lane was designed in consultation with City of Georgetown representatives. RPS: Comment addressed in “Lakeway Drive Left Turn Exhibit” (RD-O). The exhibit includes the minimum lengths based on the Roadway Design Manual (Table 3-3). The proposed eastbound left has 345 feet deceleration (includes 100 feet taper) plus 100 feet storage for a total of 445 feet. 3. Figure 2-1 “Functional Classification System” of the City of Georgetown Overall Transportation Plan classifies Stadium Drive as a collector. Page 4 Section “Site Accessibility” states that Stadium Drive is a Major Arterial. Please update the classification based on the City of Georgetown Overall Transportation Plan. Response: The description of Stadium Drive has been changed from Major Arterial to Minor Arterial to match the classification identified in Georgetown’s Overall Transportation Plan 2035. RPS: Comment addressed in “Site Accessibility” section of the TIA (Page 4). 4. Chapter 10.12 “Speed Limits” of the City of Georgetown Code of Ordinance provides speed limits for the city roadway network. Section 10.12.090 “City Streets” (F) states that Lakeway Drive has a speed limit of 45 mph. Section “Site Accessibility” of the TIA states that Lakeway Drive has a posted speed limit of 40 mph. Please update the speed limit based on the City of Georgetown Code of Ordinance. Response: Modified as necessary. RPS: Comment addressed in “Site Accessibility” section of the TIA (Page 4). 5. Page 4 states that the proposed development will have a right-in / right-out driveway and an exit only driveway to access the I-35 Southbound Frontage Road. Based on the TIA application checklist, TxDOT requirements should be met when connecting to a state road system. The City of Georgetown Access Management Policy states that “TxDOT must be involved in the process for access permitting on frontage roads and approval from TxDOT will be required in these situations”. TxDOT would determine the need for acceleration/deceleration lanes on the IH 35 Frontage Roads. Please show proof of coordination with TxDOT regarding access permitting for the proposed driveways at I-35 Southbound Frontage Road. Response: Please see attached email discussion regarding the proposed access locations on the IH 35 SBFR. RPS: Comment addressed. An email from Ray Thomasian, P.E (Transportation Specialist – TxDOT Georgetown Area Office) was provided as proof of coordination. The email indicated that “TxDOT agrees to the proposed driveway locations and deceleration lane concept”. 6. Section 12.09.030 (C) “Traffic Study Elements” item 3 “Future with Development”, part b of the UDC states “the projected trips shall be distributed on the road network.” Based on the September 2017 Trip Generation Handbook pass by trip reductions should be applied for the following: • Land Use 857 – Discount Club 37% Pass by trips for the PM Peak Hour Page 43 of 106 www.rpsgroup.com Page 3 • Land Use 820 – Shopping Center 34% Pass by trips for the PM Peak Hour Please update trip generation calculations, trip distribution, associated figures and synchro files based on the adjusted trip generation estimates after applying pass by reductions. Response: Modified as necessary. RPS: Comment addressed in Table 1: Trip Generation Characteristics for Proposed Development (page 10). Pass by trips were applied to Discount Club and Shopping Center for the PM Peak Hour. 7. Section 12.09.030 (C) “Traffic Study Elements” item 3 “Future with Development” of the UDC states “the projected trips shall be distributed on the road network”. Some site trip distribution figures have incorrect traffic volumes. • Figure 15: Airport Road / Roadway 1W – Northbound Thru should be 10 vehicles instead of 2 vehicles. • Figure 16: Airport Road / Roadway 1W – Northbound Thru should be 10 vehicles instead of 2 vehicles. Intersection IH-35 SBFR / Driveway 3 the southbound thru should be 28 vehicles instead of 47 vehicles. • Figure 19: Lakeway Drive / Airport Road – Southbound Left turn movement should be 270 vehicles instead of 279 vehicles. Response: Traffic volume reviewed and modified as necessary. RPS: Comment addressed. All figures have updated volumes. 8. Section 12.09.030 (C) “Traffic Study Elements” of the UDC states that a capacity analysis for signalized and unsignalized intersections in the study area must be provided. The intersection capacity analysis was conducted using Highway Capacity Manual (HCM) methodologies in the Synchro 10 traffic analysis software. These are the comments related to the synchro files: • Signal timings for the study signalized intersections could not be confirmed. Please provide signal timing sheets for Stadium Drive / NE Inner Loop, Austin Avenue / NE Inner Loop, IH-35 SBFR / Lakeway Drive and Lakeway Drive / Airport Road. Response: Signal timing sheets included in the updated TIA. Heavy vehicles percentages were modified as necessary. RPS: Comment partially addressed. Although signal timings were submitted in the appendix of the TIA, they could not be confirmed. In the next submittal, please highlight the signal timings used per intersection. • Heavy vehicles percentages should be included in the Volume Settings for each Synchro File. Response: Heavy vehicles percentages were modified as necessary. RPS: Comment addressed, all the synchro files were modified. • Synchro file- 2023 Total PM without Retail to the North Page 44 of 106 www.rpsgroup.com Page 4 o Airport Road / Roadway 1W – Northbound thru movement should be 333 vehicles instead of 324 vehicles. o IH-35 SBFR / Driveway 3 – Southbound thru movement should be 795 vehicles instead of 934 vehicles. • Synchro file- 2033 Total PM without Retail to the North o Airport Road / Roadway 1W – Northbound thru movement should be 535 vehicles instead of 527 vehicles. Response: Traffic volumes were reviewed and modified as necessary. RPS: Comment addressed, all the volumes in the synchro files were modified. • Use the Highway Capacity Manual 6TH Edition Two-Way Stop Controlled (TWSC) Methodology in Synchro to generate reports that include the overall intersection delays for the TWSC intersections; update Tables 4, Table 5, Table 6, Table 7 and Table 8. Response: While Synchro provides and intersection delay and LOS value for TWSC in their analysis, page of the HCM states that “LOS is not defined for the intersection as a whole or for major-street approaches…” Based on further discussion with RPS, only the LOS and delay for the minor approaches on TWSC intersections need to be provided in the TIA. RPS: Comment addressed, RPS agreed to include only minor approaches LOS and delays on TWSC intersections. 9. The City of Georgetown Overall Transportation Plan, Section 2 states on Page 2-27 that the City of Georgetown recognizes LOS C as the minimum acceptable level of service. Furthermore, item 1 of the scope of work states that “at all study intersections under all Build Conditions (opening year, any phases, and full development plus 10 years), the level of service (LOS) must be LOS C or better.” The following must be revised: • Table 6 at page 32 indicates that Lakeway Drive / IH-35 SBFR intersection have a projected LOS D after mitigation. • Table 9 at page 36 indicates that Lakeway Drive / IH-35 SBFR intersection have a projected LOS D after mitigation • No mitigation was recommended for Lakeway Drive / Driveway 2 or IH-35 SBFR / Roadway 1E intersections that have stop-controlled approaches that are projected to operate at LOS D during the PM peak hour at Horizon Conditions (2033) • No mitigation was recommended for Inner Loop / Stadium Drive intersection that has a projected LOS of F during AM peak hour and LOS D during PM peak hour at Horizon Conditions (2033). Please recommend mitigation measure(s) to meet the level of service (LOS) C or better. Response: Modified as necessary. RPS: Comment addressed. Page 45 of 106 www.rpsgroup.com Page 5 10. Section 12.09.030 (C) “Traffic Study Elements” item 4 “Mitigation Plan” of the UDC states “if the analysis indicates that the project will create deficiencies in the impact area, improvements shall be recommended”. Page 30 of the report include recommended improvements for Background Conditions (2023) and Page 33 for Horizon Year Background Conditions (2033). Improvements of the study intersections should only be recommended for Build Condition (2023) and After 10-Year Horizon Total Conditions (2033). Analysis of the Background Condition is not necessary because Build Condition must be mitigated to LOS C. Response: Modified as necessary. RPS: Comment addressed. Table 6 and Table 8 of the TIA present the results of mitigations for Build Conditions (2023) and Horizon Conditions (2033), respectively. 11. Section 12.09.030 (C) “Traffic Study Elements” item 4 “Mitigation Plan” of the UDC states “if the analysis indicates that the project will create deficiencies in the impact area, improvements shall be recommended which shall include projected cost estimates”. Please provide a Pro-rata Share Cost Table with the year of the improvement, intersection, recommended improvement, improvement estimated cost, pro-rata shares percentage and pro-rata cost. Pro-rata share amount is typically calculated based on the movement; but, if site traffic is not impacting the improvement, it is then calculated by the appro ach. If site traffic is still not impacting the approach, then it is calculate based on overall intersection. Item K of the approved scope of work indicates “the cost for improvements should be based on a unit price of $1.17 million per lane mile, $325,000 for signalization, and $5,000 for signal timing optimization. Signal timing optimization is only allowed when no other feasible improvement alternative is available or if improvements to an intersection necessitated changes to signal phasing/timing. If the Pro-Rata Table is omitted, the TIA will be deemed incomplete and will not be reviewed.” Please include the requested Pro-Rata Table on page 43 of the TIA. Improvements and associated pro- rata share amount are not final until the TIA is approved. Response: Modified as necessary. RPS: Comment partially addressed. The following items must be address as part of the Mitigation plan: • Please update the following in the cost estimates: o Restripe SB Approach on IH-35 SBFR and Lakeway Drive (2023) ▪ Remove R3-8b signs (two signs) ▪ Install R3-8a signs (two signs) ▪ Mobilization + Contingency should be 35% o Restripe SB Approach on IH-35 SBFR and Lakeway Drive (2033) ▪ Remove R3-8b sign (One sign) ▪ Install R3-8a sign (One sign) ▪ Mobilization + Contingency should be 35% o Restripe NB Approach on IH-35 NBFR and Lakeway Drive (2033) ▪ Remove R3-8b sign (One sign) Page 46 of 106 www.rpsgroup.com Page 6 ▪ Install R3-8a sign (One sign) ▪ Mobilization + Contingency should be 35% • Pro-rata calculations for Lakeway Drive and IH 35 SBFR in the Horizon Conditions (2033) shown in page 348 of the appendix displays the total column volumes associated to Build Conditions (2023). Please update calculations and pro-rata table. • Pro-rata calculations of the WB Right Turn Channelization at Lakeway Drive / IH 35 NBFR (Horizon Conditions 2033) were based on trips generated by Holt CAT store (2 trips). Holt/CAT is considered a background project. Therefore, instead of performing calculations by movement, please update calculations by using the total trips for the westbound approach. • Pro-rata calculations for the widening of NE Inner Loop (0.5%) could not be confirmed. Please provide explanation regarding how this pro-rata percentage was derived. • “Improvement Cost Estimate and Pro-rata Share” section of the TIA (page 51): Include a brief description of the proposed site improvements and indicate that those will be funded (100%) by the developer. Such improvements include the construction of an EB left turn bay and WB right turn bay at Lakeway Drive / Roadway 2, the construction of a WB right turn bay at Lakeway Drive / Driveway 1 and a SB right turn bay at IH 35 SBFR / Roadway 1E. 12. Section 12.09.030 Item (F)-4 of the UDC states that a roadway improvement may be considered adequate for an application if the required improvement is included, funded, and approved in the City’s, County’s or State’s capital improvement plan for roads. Please provide proof that the following improvements are funded: • Improvements at the I-35 Frontage Road (including relocation of ramps) that were assumed in- place during Horizon Condition (2033). • The widening at Stadium Drive / NE Inner Loop intersection that were assumed in-place during the Horizon Condition (2033). Please provide proof that these improvements are funded and are part of the City’s, County’s or State’s capital improvement plan. Improvements cannot be assumed in-place in any scenario until funded. If proof is not provided, please remove the improvements from the traffic analysis. Response: Based on direction provided by TxDOT during the scoping of the TIA, the IH 35 FR improvements were to be included as part of the Horizon Year (2033) analysis. The email providing this direction is included with this response letter, as well as in the Appendix of the TIA. Since the widening of the Stadium Drive / NE Inner Loop has not been funded, this will not be assumed to be in place during the Horizon Year (2033) Conditions. RPS: Comment addressed. The widening at Stadium Drive / NE Inner Loop intersection was not assumed in place since has not been funded. An email from Bobby Ramthun (TxDOT) indicated that currently there are no programmed improvements along IH 35 in Page 47 of 106 www.rpsgroup.com Page 7 the area but for planning purposes the consultant could include the improvements at the I-35 Frontage Road in the Horizon Condition (2033). 13. Chapter 12 Table 12.02.030 of the UDC provides general standards for typical Comprehensive Plan for regional transportation facilities. The section “Link Capacity Analysis based on Comprehensive Plan Street Standards” on page 37 of the TIA was intended to evaluate Lakeway Drive between Airport Road and IH-35 SBFR based on the UDC requirements. The City of Georgetown Overall Transportation Plan classifies Lakeway Drive as a minor arterial between Airport Road and IH-35 SBFR. Based on the results of the TIA, the projected ADT’s on Lakeway Drive between Airport Road and IH-35 SBFR under the Horizon Year (2033) is predicted to be 24,634 vehicles, classifying it as a Major Arterial. Mitigation may be required if Lakeway Drive exceeds the threshold for a minor arterial. However, the projected Annual Daily Traffic for Lakeway Road cannot be confirmed until the trip generation is adjusted. Response: Modified as necessary. RPS: Comment addressed. 14. The Access Management Analysis of the TIA (page 38) states that right turn deceleration lanes are needed at Driveway 1E / IH 35 Frontage Road, Driveway 1 / Lakeway Drive and Roadway 2 / Lakeway Drive. Per City of Georgetown Access Management Policy Page 4, refer to TxDOT Roadway Design Manual to determine the length of the deceleration lane. Deceleration lanes along IH-35 Frontage Road need approval from TxDOT (refer to previous comment 5). Response: Design of right turn lanes will meet TxDOT guidelines. Please see attached email discussion regarding the proposed access locations on the IH 35 SBFR. RPS: Comment not addressed. The “Access Management Analysis” of the TIA (page 54) states that at Driveway 1E / IH 35 SBFR the southbound right turn deceleration lane could have a minimum of 375 feet and a desirable 540 ft. Furthermore, the proposed westbound right turn lanes on Lakeway Drive / Roadway 2 and Lakeway Drive / Driveway 1 could have a minimum length of 245 feet and a desirable length of 375 feet. Although proof from TxDOT is provided, it does not indicate the approved length of the right turn deceleration lane at IH 35 SBFR. Please include in the “Access Management Analysis” TxDOT’s approved length of the southbound right turn at IH 35 SBFR. Also, include a statement in the “Access Management Analysis” section of the TIA that indicates the proposed westbound right turn deceleration lanes length on Lakeway Drive / Roadway 2 and Lakeway Drive / Driveway 1 based on the proposed site plan. 15. Based on the UDC Section 12.08.020 non-residential driveways require a minimum separation from a street intersection and from other driveways in accordance with Table 12.08.020. Access spacing section from the TIA (page 39-40) cannot be verified until a scaled site plan is provided. Please provide a scaled site plan in the next submittal. Response: Scales site plan is attached and provided in the updated TIA. Page 48 of 106 www.rpsgroup.com Page 8 RPS: Comment addressed. The “Access Spacing” section of the TIA (page 55) states the access point spacing based on posted speed limit as required in the UDC Section 12.08.020 and by TxDOT’s Access Management Manual. Furthermore, an email from Ray Thomasian, P.E (Transportation Specialist – TxDOT Georgetown Area Office) was provided as proof of coordination. The email indicated that “TxDOT agrees to the proposed driveway locations and deceleration lane concept”. In summary, please make the necessary corrections and resubmit the revised TIA. Please feel free to contact me or Dafne Valle if you have any questions or need further clarification. Sincerely, James Schwerdtfeger Sr. Project Manager Page 49 of 106 City of Georgetown, Texas Planning and Zoning December 3, 2019 S UB J E C T: Public Hearing and possible action on a request for a Zoning Map Amendment to rezone 76.51 ac res out of the William Addison League, Abs trac t No. 21, from the R es idential S ingle-F amily (R S ) and Agric ulture (AG ) dis tric ts to the R esidential S ingle-F amily (R S ) district, for the property generally loc ated along Maple S treet, north of Westinghous e R d and s outh of W R idge Line Blvd (2019-18-R EZ) -- Andreina Dávila-Q uintero, AI C P, C urrent P lanning Manager IT E M S UMMARY: Overview of Applicant’s Request T he applic ant is requesting to rezone the s ubjec t property to R esidential S ingle-F amily (R S ) district to develop the property with a residential s ubdivis ion. A portion of the s ubjec t property (approximately 9.2 acres) is already zoned R esidential S ingle-F amily (R S ); with this reques t the remainder of the property would also be zoned R esidential S ingle-F amily (R S ). S taff’s Analysis: S taff has reviewed the request in ac cordance with the Unified Development C ode (UDC ) and other applicable codes. S taff has determined that the proposed request c omplies with the criteria establis hed in UDC S ec tion 3.06.030 for a Zoning Map Amendment, as outlined in the attached S taff R eport. Public Comments: As required by the Unified Development C ode, all property owners within a 300-foot radius of the s ubjec t property were notified of the Zoning Map Amendment reques t (71 notic es ), a legal notic e advertising the public hearing was plac ed in the S un News paper (November 17, 2019) and s igns were posted on-s ite. To date, staff has rec eived no written c omments in favor or in oppos ition to the request. F IN AN C IAL IMPAC T: None. T he applicant has paid the required application fees . S UB MIT T E D B Y: Andreina Dávila-Q uintero, AI C P, C urrent P lanning Manager AT TAC H ME N T S: Description Type 2019-18-REZ - P&Z Staff Report Cover Memo Exhibit 1 - Location Map Backup Material Exhibit 2 - Future Land Use Map Backup Material Exhibit 3 - Zoning Map Backup Material Exhibit 4 - Design and development s tandards of the RS dis trict Backup Material Exhibit 5 - Letter of Intent Backup Material Page 50 of 106 2019-18-REZ Pres entation Pres entation Page 51 of 106 Planning and Zoning Commission Planning Department Staff Report 2019-18-REZ Marroquin Page 1 of 8 Report Date: November 27, 2019 Case No: 2019-18-REZ Project Planner: Andreina Dávila-Quintero, AICP, Current Planning Manager Item Details Project Name: Marroquin Rezoning Project Location: East side of Maple Street, north of Westinghouse Rd and south of W Ridge Line Blvd, within City Council district No. 7. Total Acreage: 76.51 acres Legal Description: 76.51 acres out of the William Addison League, Abstract No. 21 Representative: Carlson, Brigance and Doering, Inc., c/o Geoff Guerrero Property Owner: Ben Marroquin, James Marroquin, John Marroquin, Roland Burke, William Byers Estate (Mary Herrick), Doris Galvan Marroquin Family Trust (Doris Galvan, Trustee) Request: Zoning Map Amendment to rezone the subject property from Agricultural (AG) and Residential Single-Family (RS) to Residential Single-Family (RS) Case History: This is the first public hearing of this request. Page 52 of 106 Planning Department Staff Report 2019-18-REZ Marroquin Page 2 of 8 Overview of Applicant’s Request The applicant is requesting to rezone the subject property to Residential Single-Family (RS) district to develop the property with a residential subdivision. A portion of the subject property (approximately 9.2 acres) is already zoned Residential Single-Family (RS); with this request the remainder of the property (approximately 67.31 acres) would also be zoned Residential Single-Family (RS). The Letter of Intent (Exhibit 5) suggests KB Home will be the property developer. Site Information Location: The subject property is in the southernmost portion of the city limits of Georgetown, south of the Pinnacle Park subdivision and north of Westinghouse Road between Higgs Road and Maple Street. Physical and Natural Features: The subject property is currently undeveloped. It is generally flat with very little vegetation and contains two small ponds. There are no significant natural features on this property. Future Land Use and Zoning Designations: The subject property has a Future Land Use designation of Moderate Density Residential. It is currently zoned Agricultural (AG) (approximately 67.31 acres) and Residential Single-Family (RS) (approximately 9.2 acres). Surrounding Properties: The surrounding area is residential in nature. The subject property is adjacent to the Pinnacle Park subdivision to the north. Other residential subdivisions within the vicinity include La Conterra and Westhaven to the west, and Fairhaven to the east. The subject property is bordered to the south by land currently subject to a rezoning request to Residential Single-Family (RS), Case No. 2019-16-REZ. The current zoning, Future Land Use designation, and existing uses of the adjacent properties to the north, south, east and west are outlined in the table below: DIRECTION ZONING DISTRICT FUTURE LAND USE EXISTING USE North Residential Single- Family (RS) Moderate Density Residential Residential (Pinnacle Park subdivision) South Agricultural (AG) (pending rezoning to RS (2019-16-REZ)) and Residential Single-Family (RS) Moderate Density Residential and Low-Density Residential Vacant East Planned Unit Development (PUD) Low-Density Residential Residential (Fairhaven subdivision) West (across Maple Street) Residential Single- Family (RS), and Agriculture (AG) Moderate Density Residential Residential (La Conterra subdivision) Page 53 of 106 Planning Department Staff Report 2019-18-REZ Marroquin Page 3 of 8 DIRECTION ZONING DISTRICT FUTURE LAND USE EXISTING USE (pending rezoning to RS (2019-16-REZ)) Property History: The subject property was incorporated into the city in 2006 as part of a large 134.5-acre annexation initiative (Ordinance 2006-125), at which time it received the current Agriculture (AG) zoning district designation. Agriculture (AG) is the default zoning category when lands are annexed into Georgetown. Comprehensive Plan Guidance Future Land Use Map: The Moderate Density Residential category is described in the 2030 Comprehensive Plan as comprising single family neighborhoods that can be accommodated at a density ranging between 3.1 and 6 dwelling units per gross acre, with housing types including small-lot detached and attached single- family dwellings (such as townhomes). This category may also support complementary non-residential uses along major roadways such as neighborhood-serving retail, office, institutional, and civic uses, although such uses may not be depicted on the Future Land Use Map. La Conterra Fairhaven Westhaven Pinnacle Park Bridgehaven Page 54 of 106 Planning Department Staff Report 2019-18-REZ Marroquin Page 4 of 8 Growth Tier: 1A The subject property is located within Growth Tiers 1A (the northwest 17.38 acres) and 2. Tier 1A is the portion of the city where infrastructure systems are in place, or can be economically provided, and where the bulk of the city’s growth should be guided over the near term. Within Tier 1A, the city is called on to conduct assessments of public facility conditions and capacities, and to prioritize short- and long-term capital investments so as to ensure that infrastructure capacity is sufficient to serve development intensities as indicated on the Future Land Use Map and in the zoning districts. Tier 2 (generally) lies outside the city limits, but within the City’s extraterritorial jurisdiction (ETJ). Until annexation occurs, land use and development controls are limited to subdivision review and signage, and in some cases building permits where City utilities are connected to new construction. However, the City may consider requests for annexation, extension of City services, and rezonings in this area. Utilities The subject property is located within the City’s service area for water and wastewater. Additionally, it is located within the Oncor service area for electric. It is anticipated that there is adequate water and Page 55 of 106 Planning Department Staff Report 2019-18-REZ Marroquin Page 5 of 8 wastewater capacity to serve the subject property at this time. A Utility Evaluation to determine capacity and any necessary utility improvements has been submitted and approved. Transportation The northern portion of the subject property has frontage on extended Maple St. The abutting property to the south is the subject of a pending rezoning (2019-16-REZ), which has frontage on extended Maple St and Westinghouse Rd. While the Letter of Intent does not indicate how access and circulation will occur, the subject property will be required to connect to existing street stubs from adjacent developments. Additionally, the property to the south is intended to be developed with access from extended Maple St and Westinghouse Rd and internal streets to distribute internal trips. It is anticipated that the subject property will be developed in a similar manner, with internal streets connecting to this development consistent with the Unified Development Code (UDC). This would preserve capacity on extended Maple St and Westinghouse Rd, as well as provide the residents of the subdivisions with a pedestrian network for travel and exercise. The 2035 Thoroughfare Map depicts Maple Street as a proposed major collector. Collector level streets are intended to balance traffic between arterial streets and local streets. These streets tend to carry a high volume of traffic over shorter distances, providing access and movement between neighborhoods, parks, schools, retail areas and the arterial street system. Local streets can access both collector level streets and arterial level streets. A Traffic Impact Analysis (TIA) will be required at time of Subdivision Plat for any development that generates more than two thousand (2,000) average daily trips based upon the latest edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. Proposed Zoning District The Residential Single-Family (RS) zoning district allows for medium density and its minimum lot size is 5,500 square feet. The RS district contains standards for development that maintain single-family neighborhood characteristics. The RS district may be located within proximity of neighborhood- friendly commercial and public services and protected from incompatible uses. All housing types in the RS district shall use the lot, dimensional and design standards of the district. Permitted land uses within the district include detached single-family homes and group homes with 6 or less residents. Attached single-family homes, churches, family home day care, and schools among other uses are permitted subject to specific design limitations to ensure compatibility with the surrounding properties. Other uses such as accessory dwelling units, bed and breakfast, group day care, general office and other similar uses may be permitted subject to approval of a Special Use Permit (SUP). Exhibit 4 contains a comprehensive list of RS district permitted uses and development standards. Intergovernmental and Interdepartmental Review The proposed rezoning request was reviewed by all applicable City Departments to determine the appropriateness of the requested zoning on the subject property. No comments were issued regarding the zoning request. Page 56 of 106 Planning Department Staff Report 2019-18-REZ Marroquin Page 6 of 8 Approval Criteria Staff has reviewed the proposed rezoning request and has found that it complies with the criteria established in UDC Section 3.06.030 for a Zoning Map Amendment, as outlined in the chart below. REZONING APPROVAL CRITERIA FINDINGS STAFF COMMENTS 1. The application is complete and the information contained within the application is sufficient and correct enough to allow adequate review and final action. Complies An application must provide the necessary information to review and make a knowledgeable decision in order for staff to schedule an application for consideration by the Planning and Zoning Commission and City Council. This application was reviewed by staff and deemed to be complete. 2. The zoning change is consistent with the Comprehensive Plan. Complies The Moderate Density Residential category is described in the 2030 Comprehensive Plan as comprising single family neighborhoods that can be accommodated at a density ranging between 3.1 and 6 dwelling units per gross acre, with housing types including small-lot detached and attached single- family dwellings (such as townhomes). The request for RS is consistent with the Moderate Density Residential designation on the future land use map. The RS district allows for detached and attached single family development at a density of up to 7.92 dwelling units per gross acre (5,500 sf. minimum lot size). Infrastructure such as roads, open space, and parkland typically account for 30% of the land area in a subdivision. The land remaining for development would yield a density consistent with the Moderate Density Residential designation. The subdivisions surrounding the subject property, which consist of 5,500 and larger lots, range between 3.3 and 5 dwelling units per gross acre. 3. The zoning change promotes the health, safety or general welfare of the Complies The subject property is in a growing residential area with adequate access to major roadways. The RS designation is Page 57 of 106 Planning Department Staff Report 2019-18-REZ Marroquin Page 7 of 8 REZONING APPROVAL CRITERIA FINDINGS STAFF COMMENTS City and the safe orderly, and healthful development of the City. consistent with the development pattern in the area. To promote the safe, orderly, and healthful development of the City, to include the staged, orderly expansion of contiguous development to coincide with the expansion of roads and infrastructure, this subdivision should connect with surrounding subdivisions through internal roadways and sidewalks consistent with the Unified Development Code. This would preserve capacity on extended Maple Street and Westinghouse Road as well as provide the residents of the subdivisions with a pedestrian network for travel and exercise. 4. The zoning change is compatible with the present zoning and conforming uses of nearby property and with the character of the neighborhood. Complies Land to the north, east, and west is zoned and developed with low-density residential development. The land to the south is the subject of a current rezoning case (2019-16-REZ) to allow for low- density residential development. This zoning change is compatible with the uses and the character of the neighborhood. 5. The property to be rezoned is suitable for uses permitted by the District that would be applied by the proposed amendment. Complies The size of the property enables thoughtful design and layout of residential development in the Residential Single-Family (RS) zone. Based on the findings listed above, staff finds that the requested Residential Single-Family (RS) zoning designation complies with the approval criteria for a Zoning Map Amendment. Developing a large tract of land at one time enables coordinated provision of utility and transportation infrastructure. The Comprehensive Plan promotes the staged, orderly expansion of contiguous development to coincide with the expansion of roads and infrastructure. While the Letter of Intent does not provide details on how the property will be developed, this subdivision should connect with surrounding subdivisions through internal roadways and sidewalks consistent with the Unified Development Code. This would preserve capacity on extended Maple Street and Westinghouse Road as well as provide the residents of the subdivisions with a pedestrian network for travel and exercise. Page 58 of 106 Planning Department Staff Report 2019-18-REZ Marroquin Page 8 of 8 Meetings Schedule December 3, 2019 – Planning and Zoning Commission January 14, 2019– City Council First Reading of the Ordinance January 28, 2019 – City Council Second Reading of the Ordinance Public Notification As required by the Unified Development Code, all property owners within a 300-foot radius of the subject property were notified of the Zoning Map Amendment request (71 notices), a legal notice advertising the public hearing was placed in the Sun Newspaper (November 17, 2019) and signs were posted on-site. To date, staff has received no written comments in favor or in opposition to the request. Attachments Exhibit 1 – Location Map Exhibit 2 – Future Land Use Map Exhibit 3 – Zoning Map Exhibit 4 – Design and development standards of the RS district Exhibit 5 – Letter of Intent Page 59 of 106 S E I N N E R L O O P R O C K R I D E L N M A P L E S T R E E T W E S T I N G H O U S E R D ")1460 SAM HOUSTON AVE S A M H O U S T O N A V E2019-18-REZExhibit #1 Coordinate System: Texas State Plane/Central Zone/NAD 83/US FeetCartographic Data For General Planning Purposes Only ¯ Location Map LegendSiteParcelsCity LimitsGeorgetown ETJ 0 0.25 0.5Mi Page 60 of 106 N A T U R I T A D R F M 1 4 6 0 I G N A C I A D R M A P L E S T DUBINA AVE H I G G S R D N A S E T D R T O L T E C T R L P I N N A C L E D R K I L D A R E D R F E R R Y M A N D R W E S T I N G H O U S E R D S H I N E R L N V O G E L D R SOUTHWESTERN B L V D O L D P E A K R D OTTO AVE B AU M DR F A I R H A V E N G T W Y STRUSS DR R O C R O I D R D O NEGALLN A V A L A N C H E A V E P R E C I P I C E W A Y C O N C H I L L O S D R W I N S B U R Y D R M I D N I G H T L N G A E L I C D R E R I D G E L I N E B L V D M A I S D R KRAMER ST L O S C O B O S L N P L A T E A U T R L M A N C O S D R B R E M E N S T W R I D G E L I N E B L V D L A C O N T E R R A B L V D C U L E B R A D R T E L L U R I D E D R R O C K R I D E L N R E U N I O N L N G R A N D E M E S A D R A L A M O S A D R T O R D E S I L L A S D R P L A N T E R S L N C R 1 1 0 F R E D E R I C K D R A N I M A S D R G A L W A Y B A Y L N M A R I E N F E L D L N W H I T E R I V E R D R J U B I L E E D R G R A N D J U N C T I O N T R L P I E T R A L N E L L I N G E R R D M I L E T T O D R C R E S T E D B U T T E W A Y F A I R A N N E D R B R U N N E N W A Y L U L L A B Y D R H I L L V U E R D P O T T E R S P E AKWAY A N D E R S S T M O R A V I A R D A S H F O R D W A Y B R O A D P E A K R D C L E A RW I N G C I R KLEBERG CT M O O N C O I N D R C L I F F S T F M 1 4 6 0 M A P L E S T Coordinate System: Texas State Plane/C entr al Zone/NAD 83/US FeetCartographic Data For General Planning Purposes Only ¯ Future Land Use / Overall Transportation Plan Exhibit #2 2019-18-REZ Legend Thoroughfare Future Land Use Institutional Regional Comm ercial Community Commercial Employm ent Center Low Density Residential Mining Mixed Use Comm unity Mixed Use Neighborhood Center Moderate Density Residential Open Space Specialty Mixed Use Area Ag / Rural Residential Existing Collector Existing Freeway Existing Major Arterial Existing Minor Arterial Existing Ramp Proposed Collector Proposed Freeway Propsed Frontage Road Proposed Major Arterial Proposed Minor Arterial Proposed Railroad High Density Residential Legend SiteParcelsCity LimitsGeorgetown ETJ 0 0.25 0.5Mi Page 61 of 106 N A T U R I T A D R F M 1 4 6 0 I G N A C I A D R M A P L E S T DUBINA AVE H I G G S R D N A S E T D R T O L T E C T R L P I N N A C L E D R K I L D A R E D R F E R R Y M A N D R W E S T I N G H O U S E R D S H I N E R L N V O G E L D R SOUTHWESTERN B L V D O L D P E A K R D OTTO AVE B AU M DR F A I R H A V E N G T W Y STRUSS DR R O C R O I D R D O NEGALLN A V A L A N C H E A V E P R E C I P I C E W A Y C O N C H I L L O S D R W I N S B U R Y D R M I D N I G H T L N G A E L I C D R E R I D G E L I N E B L V D M A I S D R KRAMER ST L O S C O B O S L N P L A T E A U T R L M A N C O S D R B R E M E N S T W R I D G E L I N E B L V D L A C O N T E R R A B L V D C U L E B R A D R R O C K R I D E L N T E L L U R I D E D R R E U N I O N L N G R A N D E M E S A D R A L A M O S A D R T O R D E S I L L A S D R C R 1 1 0 P L A N T E R S L N F R E D E R I C K D R A N I M A S D R G A L W A Y B A Y L N M A R I E N F E L D L N W H I T E R I V E R D R J U B I L E E D R P I E T R A L N G R A N D J U N C T I O N T R L M I L E T T O D R E L L I N G E R R D C R E S T E D B U T T E W A Y F A I R A N N E D R B R U N N E N W A Y L U L L A B Y D R H I L L V U E R D P O T T E R S P E AKWAY A N D E R S S T M O R A V I A R D A S H F O R D W A Y C L E A R W I N G C I R B R O A D P E A K R D KLEBERG CT M O O N C O I N D R C L I F F S T F M 1 4 6 0 M A P L E S T Zon in g Information2019-18-REZExhibit #3 Coordinate System: Texas State Plane/Central Zone/NAD 83/US FeetCartographic Data For General Planning Purposes Only LegendSiteParcelsCity LimitsGeorgetown ETJ ¯ 0 0.25 0.5MiPage 62 of 106 Minimum Lot Size = 5,500 square feet Front Setback = 20 feet Bufferyard = 10 feet with plantings Minimum Lot Width = 45 feet Side Setback = 6 feet when non-residential develops Corner Lot Width = 55 feet Rear Setback = 10 feet adjacent to residential Maximum Building Height = 35 feet Side/Rear Street Setback = 15 feet Street Facing Garage Setback = 25 feet Unloaded Street Setback = 20 feet Allowed by Right Subject to Limitations Special Use Permit (SUP) Required Group Home (<7 residents)Church (with columbarium)Accessory Dwelling Unit Single-family Detached Day Care (family home)Activity Center (youth/senior) Utilities (Minor)Golf Course Bed and Breakfast (with events) Home Based Business Cemetary/Columbaria/Mausoleum Nature Preserve/Community Garden Community Center Neighborhood Amenity Center Day Care (Group) Park (Neighborhood)Emergency Services Station School (Elementary)General Office Single-family Attached Halfway House Utilities (Intermediate)Hospice Facility Wireless Transmission Facility (<41')Rooming/Boarding House School (Middle) Residential Single-Family (RS) District District Development Standards Specific Uses Allowed within the District Page 63 of 106 Page 64 of 106 Marroquin 2019-18-REZ Planning & Zoning Commission December 3, 2019 Page 65 of 106 Item Under Consideration 2019-18-REZ •Zoning Map Amendment to rezone 76.51 acres out of the William Addison League, Abstract No. 21, from the Residential Single-Family (RS) and Agriculture (AG) districts to the Residential Single-Family (RS) district, for the property generally located along Maple Street, north of Westinghouse Rd and south of W Ridge Line Blvd. Page 66 of 106 Bridgehaven 2019-16-REZ Page 67 of 106 Westhaven Fairhaven La Conterra Bridgehaven Pinnacle Park Page 68 of 106 CC LDR MDR MUC Page 69 of 106 RS AG PUD RS PF Proposed RS Page 70 of 106 Residential Single-Family (RS) •Medium density •Primarily single-family neighborhoods •May be located in proximity of neighborhood-friendly commercial •Protected from incompatible uses Dimensional Standards •Min. lot size = 5,500 sq. ft. •Min. lot width = 45’ •Max building height = 35’ •Front setback = 20’ •Side setback = 6’ •Rear setback = 10’ •Side/rear street setback = 15’ •Street facing garage setback = 25’ Page 71 of 106 Permitted by Right Permitted with Limitations Permitted with a SUPGroup Home (<7 residents)Church (with columbarium)Accessory Dwelling UnitSingle-family, Detached Day Care (family home)Activity Center (youth/senior)Utilities (Minor)Golf Course Bed and Breakfast (with events)Home Based Business Cemetary/Columbaria/MausoleumNature Preserve/Community Garden Community CenterNeighborhood Amenity Center Day Care (group)Park (neighborhood)Emergency Services StationSchool (elementary)General OfficeSingle-family Attached Halfway HouseUtilities (intermediate)Hospice FacilityWireless Transmission Facility (<41')Rooming/Boarding HouseSchool (middle) Page 72 of 106 Approval Criteria –UDC Section 3.06.030 Criteria for Rezoning Complies Partially Complies Does Not Comply The application is complete and the information contained within the application is sufficient and correct enough to allow adequate review and final action; X The zoning change is consistent with the Comprehensive Plan;X The zoning change promotes the health, safety or general welfare of the City and the safe orderly, and healthful development of the City; X Page 73 of 106 Approval Criteria –UDC Section 3.06.030 Criteria for Rezoning Complies Partially Complies Does Not Comply The zoning change is compatible with the present zoning and conforming uses of nearby property and with the character of the neighborhood; and X The property to be rezoned is suitable for uses permitted by the district that would be applied by the proposed amendment. X Page 74 of 106 Public Notifications •71 property owners within the 300’ buffer •Notice in Sun News on November 17, 2019 •Signs posted on the property •To date, staff has not received any public comments Page 75 of 106 Summary •Public Hearing and possible action on a request for a Zoning Map Amendment to rezone 76.51 acres out of the William Addison League, Abstract No. 21, from the Residential Single-Family (RS) and Agriculture (AG) districts to the Residential Single-Family (RS) district, for the property generally located along Maple Street, north of Westinghouse Rd and south of W Ridge Line Blvd (2019-18-REZ) •Per UDC Section 3.06.020.E, the Planning and Zoning Commission shall hold a Public Hearing… and make a recommendation to the City Council Page 76 of 106 City of Georgetown, Texas Planning and Zoning December 3, 2019 S UB J E C T: Public Hearing and possible action on a request for a Zoning Map Amendment to rezone 20 acres out of the William Addis on S urvey, Abstract No. 21, from the R esidential S ingle-F amily (R S ) district to the Agric ulture (AG ) dis tric t, for the property generally located at 2050 R ockride Lane (2019-19-R EZ) -- C helsea Irby, S enior P lanner IT E M S UMMARY: Overview of Applicant’s Request: T he applic ant is requesting to rezone to the Agriculture zoning district (AG ) 20 acres directly adjacent to the exis ting riding stable operations to allow for future expansion. S taff’s Analysis: S taff has reviewed the request in ac cordance with the Unified Development C ode (UDC ) and other applicable codes. S taff has determined that the proposed request meets two of the five criteria establis hed in UDC S ec tion 3.06.030 for a Zoning Map Amendment, as outlined in the attached S taff R eport. Public Comments: As required by the Unified Development C ode (UDC ), all property owners within 300 feet of the subject property were notified of the request (9 notic es mailed), a legal notice advertis ing the public hearing was placed in the S un Newspaper (November 17, 2019) and signs were pos ted on-site. As of the public ation date of this report, staff has rec eived zero (0) written comments in favor and zero (0) in opposition of the request. F IN AN C IAL IMPAC T: None. T he applicant has paid the required application fees . S UB MIT T E D B Y: C helsea Irby, S enior P lanner AT TAC H ME N T S: Description Type 2019-19-REZ - P&Z Staff Report Cover Memo Exhibit 1 - Location Map Backup Material Exhibit 2 - Future Land Use Map Backup Material Exhibit 3 - Zoning Map Backup Material Exhibit 4 - AG Standards and Permitted Us es Backup Material Exhibit 5 - Letter of Intent Backup Material P&Z Pres entation Pres entation Page 77 of 106 Planning and Zoning Commission Planning Department Staff Report 2019-19-REZ R.O.C.K. – Ride on Center for Kids Page 1 of 9 Report Date: November 29, 2019 Case No: 2019-19-REZ Project Planner: Chelsea Irby, Senior Planner Item Details Project Name: R.O.C.K. (Ride on Center for Kids) Project Location: 2050 Rockride Lane, within City Council district No. 7 Total Acreage: 20.00 Legal Description: 20.00 acres out of the William Addison Survey, Abstract No. 21 Applicant: JAB Engineering, c/o Josh Baran Property Owner: R.O.C.K., c/o Nancy Krenek Request: Zoning Map Amendment to rezone the subject property from Residential Single-Family (RS) to Agriculture (AG). Case History: This is the first public hearing of this request. Location Map Page 78 of 106 Planning Department Staff Report 2019-19-REZ R.O.C.K. – Ride on Center for Kids Page 2 of 9 Overview of Applicant’s Request The applicant is requesting to rezone to the Agriculture (AG) zoning district 20 acres directly adjacent to the existing riding stable operations to allow for future expansion. The AG district is the only zoning district that allows the use of riding stables. Site Information Location: The subject property is located along Rockride Lane between SE Inner Loop and Sam Houston. It is just north of the main entrance to the Saddlecreek subdivision. Physical and Natural Features: The subject property is currently undeveloped. It is generally flat with no tree cover. Future Land Use and Zoning Designations: The subject property has three Future Land Use Designations: High Density Residential (primary designation), Employment Center, and Mixed Use Community. The current zoning designation of the subject property is Residential Single-Family (RS). Surrounding Properties: The adjacent properties are undeveloped or agricultural. However; in the surrounding area, the Saddlecreek subdivision (700+ residential lots), Mitchell Elementary School and Wagner Middle School are nearby. This area of Georgetown is growing rapidly and there are many tracts of undeveloped land. The current zoning, Future Land Use designation, and existing uses of the adjacent properties to the north, south, east and west are outlined in the table below: DIRECTION ZONING DISTRICT FUTURE LAND USE EXISTING USE North High Density Multi-Family (MF-2) High Density Residential Undeveloped South Agriculture (AG) Mixed Use Community and Employment Center ROCK (Ride on Center for Kids) facilities East AG Mixed Use Community and Employment Center Undeveloped West MF-2 High Density Residential and Mixed Use Community Undeveloped Page 79 of 106 Planning Department Staff Report 2019-19-REZ R.O.C.K. – Ride on Center for Kids Page 3 of 9 Aerial Map Property History: The subject property annexed into the city limits in 2006 (Ordinance 2006-124) at which point it was zoned Agriculture (AG), which is the default initial zoning district for newly annexed property. In 2007, it was rezoned to Residential Single-Family (RS) (Ordinance 2007-71). The rezoning was a part of an 84- acre rezoning request. Comprehensive Plan Guidance Future Land Use Map: The subject property has a three Future Land Use Designations: High Density Residential (primary designation), Employment Center, and Mixed Use Community. The High-Density Residential category provides for residential uses developed at a minimum density of 6.1 dwelling units per gross acre. These higher density areas provide opportunities to diversify the housing stock by accommodating dwelling types that still maintain a compatible neighborhood scale and character, such as patio homes and townhomes, yet respond to the demographic shift toward smaller households looking for alternatives to the large-lot single family home and younger families looking for affordability. This category accommodates duplexes, triplexes, fourplexes, apartments, condominiums, life care and other forms of multifamily housing types. The High-Density Residential category may also support complementary non-residential uses along arterial roadways such as neighborhood-serving retail, office, institutional, and civic uses, although such uses may not be Saddlecreek Subdivision Mitchell Elementary and Wagner Middle Existing ROCK Facilities Page 80 of 106 Planning Department Staff Report 2019-19-REZ R.O.C.K. – Ride on Center for Kids Page 4 of 9 depicted on the Future Land Use Map. The Employment Center category is intended for tracts of undeveloped land located at strategic locations, which are designated for well planned, larger scale employment and business activities, as well as supporting uses such as retail, services, hotels, and high-density residential development (stand-alone or in mixed-use buildings) as a conditional use. These areas often act as a transition between more intensely developed commercial uses and residential neighborhoods. Primary uses include offices, flex offices, and technology research and development, as well as environmentally friendly manufacturing. The Mixed Use Community category is described in the 2030 Comprehensive Plan as intended for large tracts of undeveloped land, which are appropriate for larger scale, creatively planned communities, where a mix of residential types and densities are complemented by supporting retail, small to medium-scale office development, and integrated open spaces, where appropriate. Growth Tier: The subject property is located within Growth Tier 2. Tier 2 lies outside the city limits, but within the City’s extraterritorial jurisdiction (ETJ). Until annexation occurs, land use and development controls are limited to subdivision review and signage, and in some cases building permits where City utilities are connected to new construction. However, the City may consider requests for annexation, extension of City services, and rezonings in this area. Utilities The subject property is located within the City’s service area for wastewater, the Jonah SUD for water, and a dual service zone for electric (Georgetown and Oncor). It is anticipated that there is adequate capacity to serve the subject property at this time. A Utility Evaluation may be required at time of Subdivision Plat or Site Development Plan to determine capacity and any necessary utility improvements. Transportation The subject property is located along Rockride Lane, which is a major collector roadway. These streets are intended to balance traffic between arterial streets and local streets. These streets tend to carry a high volume of traffic over shorter distances, providing access and movement between neighborhoods, parks, schools, retail areas and the arterial street system. The subject property is also located approximately 1,200 feet north of Sam Houston Ave, which is classified as a freeway. In addition, it is approximately 1,700 feet south of SE Inner Loop, which is classified as a minor arterial. Freeways are controlled access roadways that allow for the movement of traffic through and around the City. This classification includes interstate highways, state highways, tollways and loops. Direct property access is limited as access is not the intended purpose of these facilities. Design characteristics of these facilities include multiple travel lanes, limited access points, high traffic volumes and high traffic speeds. Arterial streets provide traffic movement through and between different areas within the city and access to adjacent land uses. Access is more controllable because driveway spacing requirements are much greater and, if safety dictates, overall access can be limited to specific turning movements. Minor Arterials connect lower functional classifications and Page 81 of 106 Planning Department Staff Report 2019-19-REZ R.O.C.K. – Ride on Center for Kids Page 5 of 9 major arterials and tend to be shorter in distance. A Traffic Impact Analysis (TIA) will be required at time of Site Development Plan for any development that generates more than two thousand (2,000) average daily trips based upon the latest edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. Proposed Zoning district The Agriculture (AG) zoning district intended to allow large rural residential development, agricultural and farming uses and may include lands that are relatively undeveloped. The AG District is also the default district for land newly annexed into the City, but not yet placed in an appropriate zoning classification. For these reasons, the AG District may contain a wide variety of residential and non- residential uses. The AG District may take on characteristics of either a residential or a non-residential zoning district and certain design criteria may be required depending on the use. Permitted land uses within the district include detached single-family, agricultural sales, landscape supply/garden center, petting zoo, public stable/riding academy, and stone/dirt/mulch sales. Animal shelter, schools, and kennels among other uses are permitted subject to specific design limitations to ensure compatibility with the surrounding properties. Other uses such as daycare, correctional facility, bed and breakfast, and campground or RV park may be permitted subject to approval of a Special Use Permit (SUP). Exhibit 4 contains a comprehensive list of RS district permitted uses and development standards. Intergovernmental and Interdepartmental Review The proposed rezoning request was reviewed by all applicable City Departments to determine the appropriateness of the requested zoning on the subject property. No comments were issued regarding the zoning request Approval Criteria Staff has reviewed the proposed rezoning request and has found that it complies with three (3) of the five (5) criteria established in UDC Section 3.06.030 for a Zoning Map Amendment, as outlined below: REZONING APPROVAL CRITERIA FINDINGS STAFF COMMENTS 1. The application is complete and the information contained within the application is sufficient and correct enough to allow adequate review and final action. Complies An application must provide the necessary information to review and make a knowledgeable decision for staff to schedule an application for consideration by the Planning and Zoning Commission and City Council. This application was reviewed by staff and deemed to be complete. 2. The zoning change is consistent with the Comprehensive Plan. Does Not Comply The Future Land Use Map depicts three Future Land Use designations on the subject property. The primary Page 82 of 106 Planning Department Staff Report 2019-19-REZ R.O.C.K. – Ride on Center for Kids Page 6 of 9 REZONING APPROVAL CRITERIA FINDINGS STAFF COMMENTS designation is High Density Residential, with the remainder being located within the Mixed Use Community (approximately 1.5 acres) and Employment Center (approximately 1.4 acres) designations. The 2030 Comprehensive Plan describes the High Density Residential category as best suited for forms of multi-family housing such as duplexes, apartments, and condominium. The intent of this category is to create opportunities for diverse types of housing that respond to demographic shifts and the continued need for affordable housing. The 2030 Plan also states that complementary non-residential uses along arterial roadways, such as neighborhood serving retail, office, institutional, and civic uses may be appropriate. The uses permitted in the Agriculture zoning district (Exhibit 4) are rural in nature and do not allow multi-family or neighborhood supporting non- residential uses. The proposed zoning district does not align with the vision set forth in the 2030 Comprehensive Plan for High Density Residential. 3. The zoning change promotes the health, safety or general welfare of the City and the safe orderly, and healthful development of the City. Partially Complies The subject property is located in an area planned for high density residential. While there are still a few Agriculture (AG) properties adjacent to the subject property, they are designated as Mixed Use Community. This designation supports medium density residential and supporting non-residential uses, which is in the line with the development trend of the area. Page 83 of 106 Planning Department Staff Report 2019-19-REZ R.O.C.K. – Ride on Center for Kids Page 7 of 9 REZONING APPROVAL CRITERIA FINDINGS STAFF COMMENTS The proposed zoning designation of Agriculture partially promotes health, safety, welfare, and orderly development because the rezoning preserves a rural feel but also is less intense then the uses planned for the area. The uses allowed in Agriculture can be generally low impact.. There are also uses allowed in the district that may not be compatible with residential uses, such as agricultural sales, vet clinics with outdoor pens and stone/mulch/dirt sales. However, many of the intense uses allowed in the AG district, like correctional facility, major event entertainment, dairy, or commercial feed lot, would require approval of a Special Use Permit (SUP). The rezoning of the property to AG would create a change in the Future Land Use Map and could potentially impact the development patterns of the area by setting a pattern of low intensity of uses nearby land that is planned for higher intensity uses. m At the same time, the rezoning of the property to AG would preserve a rural feel and would keep the development options open to future developers because a rezoning would be required. 4. The zoning change is compatible with the present zoning and conforming uses of nearby property and with the character of the neighborhood. Complies The subject property is primarily surrounded by Agriculture (AG) zoning and undeveloped land (Exhibit 2. The properties to the south and east are zoned Agriculture (AG) and consist of riding stable and rural residential, while the property to the north and west are zoned High Density Residential and consists of a Page 84 of 106 Planning Department Staff Report 2019-19-REZ R.O.C.K. – Ride on Center for Kids Page 8 of 9 REZONING APPROVAL CRITERIA FINDINGS STAFF COMMENTS single-family home. The Saddlecreek development is just across Rockride Lane. It is a Planned Unit Development with Residential Single- Family, Low Density Multi-Family, Local Commercial, and Business Park zoning. To date, only the residential portion has developed. There are also multiple large tracts of land nearby the subject property that are zoned Agriculture. When properties are annexed into the city limits, they are given the zoning designation of Agriculture (AG) by default in accordance with City procedures and regulations. The intent of this initial zoning designation is that the property will be rezoned in the future as development occurs consistent with the City’s Comprehensive Plan. This request complies with compatibility with the present zoning and conforming uses of nearby property because while there is residential development, there is still a large amount of undeveloped land zoned AG. The property to be rezoned is suitable for uses permitted by the District that would be applied by the proposed amendment. Complies The subject property is 20 acres, which is enough land area to support all the uses permitted in the Agriculture zoning district. While the Agricultural (AG) zoning district is generally low impact, the proposed zoning district is not compatible with the Future Land Use Map. The rezoning of the property to AG changes the vision for the area, as it would allow uses that would not be consistent with the HDR, MUC, and EC Future Land Use designations. In addition, this rezoning may have an impact on the surrounding properties by influencing potential uses when looking at the compatibility of uses and zoning districts. On the other hand, the rezoning preserves a rural feel in a fast growing area that still has a large amount of undeveloped land. Page 85 of 106 Planning Department Staff Report 2019-19-REZ R.O.C.K. – Ride on Center for Kids Page 9 of 9 Meetings Schedule 12/3/2019 – Planning and Zoning Commission 01/14/2020 – City Council First Reading of the Ordinance 01/28/2020 – City Council Second Reading of the Ordinance Public Notification As required by the Unified Development Code, all property owners within a 300-foot radius of the subject property were notified of the Zoning Map Amendment request (9 notices), a legal notice advertising the public hearing was placed in the Sun Newspaper (November 17, 2019) and signs were posted on-site. To date, staff has received zero (0) written comments in favor, and zero (0) in opposition to the request. Attachments Exhibit 1 – Location Map Exhibit 2 – Future Land Use Map Exhibit 3 – Zoning Map Exhibit 4 – Design and development standards of the AG district Exhibit 5 – Letter of Intent Page 86 of 106 S O U THW E S T E R N B L V D M A P L E S T H U T T O R D SOUTHWESTERN BLVD ¬«130 R O C K R I D E L N M A P L E S T R E E T SE INNER LOOP ")1460 SAM HOUSTON AVE S A M H O U S T O N A V E 2019-19-REZExhibit #1 Coordinate System: Texas State Plane/Central Zone/NAD 83/US FeetCartographic Data For General Planning Purposes Only ¯ Location Map LegendSiteParcelsCity LimitsGeorgetown ETJ 0 0.25 0.5Mi Page 87 of 106 S A M H O U S T O N A V E R O C K R I D E L N SE INNER LOOP BELL GIN RD SOUTHWESTERN BLVD C A R L S O N C V M A P L E S T DAISYCUTTERXING W H I T E S T E P P E W A Y S A D D L E C R E E K AVE F U R L O N G D R KONIKRD V A NNER P A T H WHIPPLETREETRLNOKOTABND ARABIAN C O L T D R M U S T E R B N D K I M B L E W I C K D R WILCO WAY S P A N I S H F O AL TRL F A L A B E L L A T R L PERUVIANLN W H I N N Y W A Y P I N D O S P O N Y W A Y P I N N A C L E D R WOODHULL AVE P L A T E A U T R L W A R L A N DER W A YREARING M A R E P A S S B E L L B O O T P A S S Coordinate System: Texas State Plane/C entr al Zone/NAD 83/US FeetCartographic Data For General Planning Purposes Only ¯ Future Land Use / Overall Transportation Plan Exhibit #2 2019-19-REZ Legend Thoroughfare Future Land Use Institutional Regional Comm ercial Community Commercial Employm ent Center Low Density Residential Mining Mixed Use Comm unity Mixed Use Neighborhood Center Moderate Density Residential Open Space Specialty Mixed Use Area Ag / Rural Residential Existing Collector Existing Freeway Existing Major Arterial Existing Minor Arterial Existing Ramp Proposed Collector Proposed Freeway Propsed Frontage Road Proposed Major Arterial Proposed Minor Arterial Proposed Railroad High Density Residential Legend SiteParcelsCity LimitsGeorgetown ETJ 0 0.25 0.5Mi Page 88 of 106 S A M H O U S T O N A V E R O C K R I D E L N SE INNER LOOP BELL GIN RD SOUTHWESTERN BLVD C A R L S O N C V M A P L E S T DAISYCUTTERXING W H I T E S T E P P E W A Y S A D D L E C R E E K AVE F U R L O N G D R KONIKRD V A NNER P A T H WHIPPLETREETRL N O K O T A B N D ARABIAN C O L T D R M U S T E R B N D K I M B L E W I C K D R WILCO WAY S P A N I S H F O AL TRL F A L A B E L L A T R L PERUVIANLN P I N N A C L E D R W H I N N Y W A Y P I N D O S P O N Y W A Y WOODHULL AVE P L A T E A U T R L W A R L A N DER W A YREARING M A R E P A S S B E L L B O O T P A S S Zon in g Information2019-19-REZExhibit #3 Coordinate System: Texas State Plane/Central Zone/NAD 83/US FeetCartographic Data For General Planning Purposes Only LegendSiteParcelsCity LimitsGeorgetown ETJ ¯ 0 0.25 0.5MiPage 89 of 106 Minimum Lot Size = 2 acres Front Setback = 25 ft Bufferyard = Medium Level ‐ 15 ft  with plantings when next to any  residential Minimum Lot Width = 100 ft Side Setback = 10 ft Maximum Building Height = 35 ft Rear Setback = 20 ft Street Facing Garage Setback = 25 ft. Unloaded Street Setback = 20 ft. Allowed by Right Subject to Limitations Special Use Permit (SUP) Required Single‐family, detached Second Dwelling Unit Accessory Dwelling Unit Group home (6 residents or less)Home‐Based Business Hospice Facility Orphange Schools (various types)Halfway House Agricultural Sales Animal Shelter Day Care, Group Landscape Supply Sales/Garden  Center Religious Assembly Facilities Activity Center, Youth or Senior Farmer's Market Religious Assembly Facilities w/  Columbaria Correctional Facility Artisan Studio & Gallery Neighborhood Amenity, Activity, or  Recreation Center Emergency Services Station Veterinary Clinic, Indoor Pens Only Public Park, Neighborhood Cemetery, Columbaria, Mausoleum  or Memorial Park Veterinary Clinic, Indoor or Outdoor  Pens Public Park, Regional Bed and Breakfast Greenhouse, Wholesale Golf Course Bed and Breakfast with Events Stone, Mulch, or Dirt Sales Yards Driving Range Inn Utility Services, minor Kennel Campground or RV Park Farm Stand Utility Services, Intermediate Major Event Entertainment Petting Zoo Wireless Transmission Facility, 40' or  less Event Facility Animal Husbandry Seasonal Product Sales Firing Range, Indoor Meat Market Farmer's Market, Temporary Firing Range, Outdoor Aquaculture Concrete Products, Temporary Flea Market Horticulture Construction Field Office Airport Vineyard Construction Staging, Off‐site Resource Extraction Taxidermist Parking Lot, Temporary Dairy Public Stable, Riding Academy Portable Classrooms Commercial Feed Lot Nature Preserve or Community  Garden Residential Sales Offices/Model  Homes All Other Uses as Determined by the  Director Agriculture (AG) District District Development Standards Specific Uses Allowed within the District Page 90 of 106 JAB ENGINEERING, LLC. 4500 Williams Dr., Ste 212-121 Georgetown, TX 78633 512-779-7414 josh.baran@jabeng.com October 21, 2019 City of Georgetown Planning Department 406 W. 8th Street Georgetown, Texas 78626 RE: R.O.C.K, Ride On Center for Kids Rezone – Letter of Intent This Letter of Intent and application information are prepared by JAB Engineering, LLC. (the “applicant”) under the authorization of R.O.C.K, Ride On Center for Kids (the “owner”). The following detailed information is provided accordingly: · The existing zoning is RS – Residential Single-Family and the proposed zoning is AG – Agriculture. · The Future Land Use Plan designates the subject property primarily as High Density Residential, with a small section near the southeast corner as Employment Center. The subject property is designated as Tier 1B (Developing) in the 2030 Comprehensive Plan. · The property to be rezoned is 20.0 acres and is described by written description survey included with this application. · The subject property is vacant of structures and is used for farming purposes to support the adjoining R.O.C.K, Ride On Center for Kids facility. The modification of zoning designation for the subject tract allows for compatibility with the adjoining use to the south and a decrease in the bufferyard of the property to the north and west. Thus the proposed designation is consistent with Goal 4 of the Land Use Elements in the 2030 Comprehensive Plan. · The property will continue to be served by the existing driveway located on the adjoining southern property. Utilities (water, sewer by OSSF, and electric) are already located on the subject property. · There are no existing structures on the subject property. · A survey of the existing site with overlay of the proposed zoning setbacks is included with this submittal for reference. Page 91 of 106 2 · The City Council shall consider the following approval criteria for zoning changes: A. The application is complete and the information contained within the application is sufficient and correct enough to allow adequate review and final action The application, as submitted, includes sufficient and correct information to allow adequate review and final action. B. The zoning change is consistent with the Comprehensive Plan The modification of zoning designation for the subject tract allows for compatibility with the adjoining use to the south and a decrease in the bufferyard of the property to the north and west. Thus the proposed designation is consistent with Goal 4 of the Land Use Elements in the 2030 Comprehensive Plan. C. The zoning change promotes the health, safety or general welfare of the City and the safe orderly, and healthful development of the City The zoning change allows for the appropriate compatibility between the surrounding properties, thus increasing the safe orderly, and healthful development of the City. D. The zoning change is compatible with the present zoning and conforming uses of nearby property and with the character of the neighborhood The zoning change is compatible with the adjoining uses. The zoning change allows for the removal of bufferyard requirements to the property under same ownership to the south. The zoning change reduces the bufferyard requirement for the property to the north and west. E. The property to be rezoned is suitable for uses permitted by the district that would be applied by the proposed amendment. The property to be rezoned is suitable for Agricultural uses permitted by the AG zoning designation. This is the current use of the property and will provide reduced compatibility restrictions to the adjoining properties. Please accept this letter of intent and accompanying documents for the Rezone. Sincerely, Joshua A. Baran, P.E. JAB Engineering, LLC (F-14076) Page 92 of 106 Project Name 2019-19-REZ Planning & Zoning Commission December 3, 2019 Page 93 of 106 Item Under Consideration 2019-19-REZ •Zoning Map Amendment to rezone 20 acres out of the William Addison Survey, Abstract No. 21, from the Residential Single-Family (RS) district to the Agriculture (AG) district, for the property generally located at 2050 Rockride Lane Page 94 of 106 Southwestern Blvd & SE Inner Loop Location Rockride Lane & Sam Houston Ave Page 95 of 106 Mitchell Elementary and Wagner Middle Aerial Saddlecreek Subdivision Existing ROCK Facilities Page 96 of 106 AG Zoning AG AG AG PFC-1 MF-2 PUD PUD Page 97 of 106 Future Land Use I HDR CC ECMUC Page 98 of 106 High Density Residential (HDR) •Residential uses with a minimum average density of 6.1 DUA •Diversifies housing stock •Supports complementary non-residential uses along major roadways Examples: •Duplexes, triplexes, fourplexes •Condos and apartments •Neighborhood-serving retail and office uses •Institutional and civic uses Page 99 of 106 Agriculture (AG) •Allows large, rural residential development, agricultural, and farming uses •Default zoning district for new annexations •Wide variety of residential and non- residential uses Dimensional Standards •Min. lot size = 2 acres •Min. lot width = 100’ •Max building height = 35’ •Front setback = 25’ •Side setback = 10’ •Rear setback = 20’ •Street facing garage setback = 25’ •Bufferyard to residential =15’ Page 100 of 106 Agriculture (AG) Page 101 of 106 Approval Criteria –UDC Section 3.06.030 Criteria for Rezoning Complies Partially Complies Does Not Comply The application is complete and the information contained within the application is sufficient and correct enough to allow adequate review and final action; X The zoning change is consistent with the Comprehensive Plan;X The zoning change promotes the health, safety or general welfare of the City and the safe orderly, and healthful development of the City; X Page 102 of 106 Approval Criteria –UDC Section 3.06.030 Criteria for Rezoning Complies Partially Complies Does Not Comply The zoning change is compatible with the present zoning and conforming uses of nearby property and with the character of the neighborhood; and X The property to be rezoned is suitable for uses permitted by the district that would be applied by the proposed amendment. X Page 103 of 106 Public Notifications •Nine (9)property owners within the 300’ buffer •Notice in Sun News on 11/17/2019 •Signs posted on the property •To date, staff has not received any public comments Page 104 of 106 Summary •Public Hearing and possible action on a Zoning Map Amendment to rezone 20 acres out of the William Addison Survey, Abstract No. 21, from the Residential Single-Family (RS) district to the Agriculture (AG) district, for the property generally located at 2050 Rockride Lane •Per UDC Section 3.06.020.E, the Planning and Zoning Commission shall hold a Public Hearing… and make a recommendation to the City Council Page 105 of 106 City of Georgetown, Texas Planning and Zoning December 3, 2019 S UB J E C T: Discussion Items: Updates and Announc ements (S ofia Nels on, C NU-A, P lanning Director) Update from other Board and C ommis s ion meetings. G TAB - https ://government.georgetown.org/georgetown-transportation-advisory-board-gtab/ UDC AC - https://government.georgetown.org/unified-development-code-advis ory-board-2/ Q ues tions or c o mments fro m Alternate Memb ers ab o ut the ac tions and matters cons id ered o n this agenda R eminder o f the Dec ember 17, 2019, P lanning and Zoning C ommis s ion meeting in C C C hambers located at 510 W 9th S t, starting at 6:00pm IT E M S UMMARY: F IN AN C IAL IMPAC T: . S UB MIT T E D B Y: Mirna G arcia, Management Analys t Page 106 of 106