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09-15-2026 (Planning & Zoning) Agenda Packet P a g e | 1 Wylie Planning and Zoning Commission Regular Meeting September 15, 2026 – 6:00 PM Council Chambers - 300 Country Club Road, Building #100, Wylie, Texas 75098 CALL TO ORDER INVOCATION & PLEDGE OF ALLEGIANCE COMMENTS ON NON-AGENDA ITEMS Any member of the public may address Commission regarding an item that is not listed on the Agenda. Members of the public must fill out a form prior to the meeting in order to speak. Commission requests that comments be limited to three minutes fo r an individual, six minutes for a group. In addition, Commission is not allowed to converse, deliberate or take action on any matter presented during citizen participation. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the Commission and will be enacted by one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed from the Consent Ag enda and will be considered separately. A. Consider and act upon the approval of the meeting minutes from the August 18, 2026, Planning and Zoning Commission Meeting. B. Consider, and act upon a recommendation to City Council regarding a Final Plat for Lot 1, Block A of Wylie I.S.D. School Complex, creating one lot on 47.463 acres, generally located near 1400 Kreymer Lane. C. Consider, and act upon a recommendation to City Council regarding a Preliminary Plat for Dominion of Pleasant Valley Phase 9, creating 122 single family residential lots and one open space lot on 54.935 acres, generally located at the southwest corner of Sachse Road and Dominion Drive. REGULAR AGENDA 1. Consider, and act upon, a site plan amendment for Wal-Mart being on Lot 1, Block A of Creekside Retail Addition, for EV parking stall and pharmacy drive-through improvements. Property located at 1400 McCreary Road. 2. Hold a Public Hearing, consider, and act upon, a recommendation to City Council regarding the writing of an ordinance for a change in zoning from Planned Development 2017-04 Single-Family District (PD2017- 04-SF) to Planned Development 2026-13-Single-Family (PD2026-XX-SF) to remove references, rights and obligations with respect to the Stonehaven House. Property generally located at the northwest corner of Ballard Avenue and Alanis Drive. (ZC 2026-13). 3. Hold a Public Hearing, consider, and act upon, a recommendation to City Council regarding the writing of an ordinance for a change in zoning from Commercial Corridor - Special Use Permit (CC-SUP) to Commercial Corridor - Special Use Permit (CC-SUP) to allow for new structure for vehicle car sales on 4.118 acres located near 2021 N State Highway 78 (ZC 2026-11). 4. Consider, and act upon, a recommendation to City Council regarding the writing of an ordinance for a change in zoning from Planned Development 2023-18 to Planned Development - Commercial Corridor (PD-CC) on 1 P a g e | 2 10.485 acres generally located on the southeast corner of State Highway 78 and Kreymer Lane (ZC 2026- 12). WORK SESSION RECONVENE INTO REGULAR SESSION EXECUTIVE SESSION RECONVENE INTO OPEN SESSION Take any action as a result from Executive Session. ADJOURNMENT CERTIFICATION I certify that this Notice of Meeting was posted on September 9, 2026, at 5:00 p.m. on the outside bulletin board at Wylie City Hall, 300 Country Club Road, Building 100, Wylie, Texas, a place convenient and readily accessible to the public at all times. ___________________________ ___________________________ Stephanie Storm, City Secretary Date Notice Removed The Wylie Municipal Complex is wheelchair accessible. Sign interpretation or other special assistance for disabled attendees must be requested 48 hours in advance by contacting the City Secretary’s Office at 972.516.6020. Hearing impaired devices are available from the City Secretary prior to each meeting. If during the course of the meeting covered by this notice, the Commission should determine that a closed or executive meeting or session of the Commission or a consultation with the attorney for the Cit y should be held or is required, then such closed or executive meeting or session or consultation with attorney as authorized by the Texas Open Meetings Act, Texas Government Code § 551.001 et. seq., will be held by the Commission at the date, hour and place given in this notice as the Commission may conveniently meet in such closed or executive meeting or session or consult with the attorney for the City concerning any and all subjects and for any and all purposes permitted by the Act, including, but not limited to, the following sanctions and purposes: Texas Government Code Section: § 551.071 – Private consultation with an attorney for the City. 2 Planning & Zoning Commission AGENDA REPORT Department: Planning Item: A Prepared By: Gabby Fernandez Subject Consider and act upon the approval of the meeting minutes from the August 18, 2026, Planning and Zoning Commission meeting. Recommendation Motion to approve the item as presented. Discussion The minutes from the August 18, 2026, Planning and Zoning Commission meeting are attached for your consideration. 3 09/15/2026 Item A. Wylie Planning and Zoning Commission Regular Meeting August 18, 2026 – 6:00 PM Council Chambers - 300 Country Club Road, Building #100, Wylie, Texas 75098 CALL TO ORDER Chair Harold Gouge called the meeting to order at 6:00 PM. In attendance were Chair Harold Gouge, Vice-Chair Joe Chandler, Commissioner Zeb Black, Commissioner Michael Schwerin, and Commissioner Joshua Butler. Staff present were: Community Services Director Jasen Haskins, Senior Planner Kevin Molina, and Administrative Assistant Gabby Fernandez. Absent were Commissioner Zewge Kagnew and Commissioner Daniel Marengo. INVOCATION & PLEDGE OF ALLEGIANCE Commissioner Schwerin gave the Invocation, and Vice-Chair Chandler led the Pledge of Allegiance. COMMENTS ON NON-AGENDA ITEMS Any member of the public may address Commission regarding an item that is not listed on the Agenda. Members of the public must fill out a form prior to the meeting in order to speak. Commission requests that comments be limited to three minutes for an individual, six minutes for a group. In addition, Commission is not allowed to converse, deliberate or take action on any matter presented during citizen participation. None approached the Commission. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the Commission and will be enacted by one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and will be considered separately. A. Consider and act upon the approval of the meeting minutes from the August 04, 2026, Planning and Zoning Commission Meeting. BOARD ACTION A motion was made by Commissioner Butler, seconded by Commissioner Schwerin, to approve the Consent Agenda as presented. A vote was taken, and the motion passed 5 – 0. REGULAR AGENDA 1. Hold a Public Hearing, consider, and act upon, a recommendation to City Council regarding the writing of an ordinance for a change in zoning from Agricultural and Commercial Corridor (AG & CC) to Commercial Corridor - Special Use Permit (CC-SUP) on 25.484 acres to allow for a wholesale retail development with minor automobile repair for tire & battery services wand a motor vehicle fueling station use on Lot 1, Block A of WEDC Retail Addition and Commercial Corridor development on Lot 2, Block A of WEDC Retail Addition. Property generally located at 2002 W FM 544. (ZC 2026-10). Page | 1 4 09/15/2026 Item A. Chair Gouge opened the public hearing at 6:13 PM. 2 members of the public addressed the commission. Chair Gouge closed the public hearing at 6:25 PM. BOARD ACTION A motion was made by Commissioner Butler and seconded by Commissioner Schwerin to approve Regular Agenda item 1 as presented. A vote was taken and carried 5-0. WORK SESSION WS1. Hold a work session to discuss the rezoning of property generally located at 1751 McMillen Road. A discussion was held between the Commission and the applicant to seek guidance on the rezoning of the property. ADJOURNMENT A motion was made by Commissioner Butler and seconded by Commissioner Black to adjourn the meeting at 6:54 PM. A vote was taken and carried 5–0. ___________________________ Harold Gouge, Chair ATTEST ___________________________ Gabby Fernandez, Secretary Page | 2 5 09/15/2026 Item A. Wylie Planning & Zoning Commission AGENDA REPORT Department: Planning Item Number: B Prepared By: Kevin Molina Subject Consider, and act upon a recommendation to City Council regarding a Final Plat for Lot 1, Block A of Wylie I.S.D. School Complex, creating one lot on 47.463 acres, generally located near 1400 Kreymer Lane. Recommendation Motion to recommend approval as presented. Discussion OWNER: Wylie Independent School District APPLICANT: RLK Engineering The applicant has submitted a Final Plat for Lot 1, Block A of Wylie I.S.D. School Complex containing 47.463 acres zoned Agricultural (AG/30) located near 1400 Kreymer Lane. The purpose for the plat is to create one lot and establish fire lane, access and, utility easements for the development of an Intermediate and Junior High school campus. The proposed use is allowed by right with the current zoning. The site plan and preliminary plat for the campus were approved in November of 2024. The final plat contains two access easements from Kreymer Lane, two access easements from Mossy Oak Lane and one access easement from East Brown Street. The drives are designed in a manner to allow for vehicle parking and facilitate stacking during drop off and pick up hours. The plat dedicates the necessary utility easements for both the City of Wylie and for the East Fork Special Utility district. The plat is technically correct and abides by all aspects of the City of Wylie Subdivision Regulations. Approval is subject to additions and alterations as required by the City Engineering Department. The Planning and Zoning Commission must provide a written statement of the reasons for conditional approval or disapproval to the applicant in accordance with Article 212, Section 212.0091 of the Texas Local Government Code. 6 09/15/2026 Item B. 7 09/15/2026 Item B. 8 09/15/2026 Item B. Wylie Planning & Zoning Commission AGENDA REPORT Department: Planning Item Number: C Prepared By: Kevin Molina Subject Consider, and act upon a recommendation to City Council regarding a Preliminary Plat for Dominion of Pleasant Valley Phase 9, creating 122 single family residential lots and one open space lot on 54.935 acres, generally located at the southwest corner of Sachse Road and Dominion Drive. Recommendation Motion to recommend approval as presented. Discussion OWNER: Wylie DPV, LP APPLICANT: J. Volk Consulting The applicant has submitted a Preliminary Plat for Dominion of Pleasant Valley Phase 9. The plat consists of 122 residential lots, and one open space lot on 54.935 acres. Zoning for this section of the single family development was approved by the City Council in November 2025 as a PD Amendment (Planned Development Ordinance 2025-41). The overall 375 acre Planned Development allows for a maximum of 1,123 single family residential lots. This preliminary plat represents the last of those residential lots allowed within the development. The plat dedicates the necessary rights-of-way and utility easements. Open space lots are to be dedicated to the City of Wylie and maintained by the H.O.A. The plat is technically correct and abides by all aspects of the City of Wylie Subdivision Regulations and is consistent with the approved Zoning Exhibit of Planned Development 2025-41. Approval is subject to additions and alterations as required by the City Engineering Department. 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>s͗ϰϱϰ͘ϮϴΖ;W>EͿ ϰϱϰ͘ϭϳΖ;&/>Ϳ ŶŐŝŶĞĞƌͬ^ƵƌǀĞǇŽƌ͗ :s'ƌŽƵƉ͕/ŶĐ͘ ϳϬϰĞŶƚƌĂůWĂƌŬǁĂǇĂƐƚ͕ ^ƵŝƚĞϭϮϬϬ WůĂŶŽ͕dĞǆĂƐϳϱϬϳϰ WŚŽŶĞ͗ϵϳϮͲϮϬϭͲϯϭϬϮ ŽŶƚĂĐƚ͗ůĂƵĚŝŽ^ĞŐŽǀŝĂ ĐůĂƵĚŝŽ͘ƐĞŐŽǀŝĂΛũǀĐŐƌŽƵƉ͘ĐŽŵ EŽƚĞƐ͗ ϭ͘ ^ĞůůŝŶŐĂƉŽƌƚŝŽŶŽĨƚŚŝƐĂĚĚŝƚŝŽŶďǇŵĞƚĞƐĂŶĚďŽƵŶĚƐŝƐĂǀŝŽůĂƚŝŽŶŽĨĐŝƚǇ ŽƌĚŝŶĂŶĐĞĂŶĚ ƐƚĂƚĞůĂǁĂŶĚŝƐƐƵďũĞĐƚƚŽĨŝŶĞƐĂŶĚǁŝƚŚŚŽůĚŝŶŐŽĨƵƚŝůŝƚŝĞƐ ĂŶĚďƵŝůĚŝŶŐƉĞƌŵŝƚƐ͘ Ϯ͘ KƉĞŶƐƉĂĐĞůŽƚƐƐŚĂůůďĞĚĞĚŝĐĂƚĞĚƚŽƚŚĞŝƚǇŽĨtǇůŝĞĂŶĚŵĂŝŶƚĂŝŶĞĚďǇƚŚĞ ,͘K͘ƉĞƌKƌĚŝŶĂŶĐĞϮϬϮϬͲϱϰ;^ĞĞǆŚŝďŝƚ͕'ĞŶĞƌĂů^ƚĂŶĚĂƌĚƐEŽ͘ϰͿ͘ ϯ͘ EŽĂƉƉƵƌƚĞŶĂŶĐĞďĞƚǁĞĞŶ ƚŚĞŚĞŝŐŚƚŽĨϮΖĂŶĚϵΖŵĂǇďĞƉůĂĐĞĚŝŶǀŝƐŝďŝůŝƚǇ ƚƌŝĂŶŐůĞƐ͘ ϰ͘ WĞƌ&D&/ZDWĂŶĞůϰϴϭϭϯϬϮϯϱ< ĚĂƚĞĚ:ƵůǇϳ͕ϮϬϭϰ͕ ƚŚĞ&ŝŶĂůWůĂƚůŝŵŝƚƐ ůŝĞŝŶƚŚĞΗŽŶĞyΗĂƌĞĂŽĨŵŝŶŝŵĂůĨůŽŽĚŚĂǌĂƌĚ͘ ϱ͘ WĞƌƚŚĞŝƚǇŽĨtǇůŝĞKƌĚŝŶĂŶĐĞEŽ͘ϮϬϮϬͲϱϰƚŚĞǌŽŶŝŶŐŽĨƚŚŝƐƉƌŽƉĞƌƚǇǁĂƐ ĂŵĞŶĚĞĚƚŽĂůůŽǁĂϱΖƌĞĂƌǇĂƌĚĞŶĐƌŽĂĐŚŵĞŶƚ͘ ϲ͘ ĞƌƚŝĨŝĐĂƚĞŽĨKĐĐƵƉĂŶĐǇǁŝůůŶŽƚďĞŝƐƐƵĞĚĨŽƌƚŚĞƉƌŽƉĞƌƚǇƵŶƚŝůĂůůƚŚĞ ŽĨĨƐŝƚĞ Đŝǀŝů ŝŵƉƌŽǀĞŵĞŶƚƐ͕ ƐĐƌĞĞŶŝŶŐ ǁĂůů͕ ĂŶĚ ĚĞƚĞŶƚŝŽŶ ƉŽŶĚĂƌĞ ĐŽŶƐƚƌƵĐƚĞĚĂŶĚĂĐĐĞƉƚĞĚďǇƚŚĞŝƚǇ͘ ϳ͘ dŚĞŝƚǇƐŚĂůůŶŽƚďĞƌĞƐƉŽŶƐŝďůĞĨŽƌƚŚĞŵĂŝŶƚĞŶĂŶĐĞŽĨ ĂŶǇĞĂƐĞŵĞŶƚĂƌĞĂƐ͕ ĂůƚŚŽƵŐŚŝƚƌĞƚĂŝŶƐƚŚĞƌŝŐŚƚƚŽĞŶƚĞƌƵƉŽŶĞĂƐĞŵĞŶƚƐĨŽƌƉƵďůŝĐƉƵƌƉŽƐĞƐ͘ ϴ͘ DĂŝŶƚĞŶĂŶĐĞ ƌĞƐƉŽŶƐŝďŝůŝƚǇ ŽĨ ƉƌŝǀĂƚĞ ĚƌĂŝŶĂŐĞ ĞĂƐĞŵĞŶƚƐ ĂŶĚ ĂƉƉƵƌƚĞŶĂŶĐĞƐŝƐƚŚĞƉƌŽƉĞƌƚǇŽǁŶĞƌŽŶǁŚŝĐŚƚŚĞĞĂƐĞŵĞŶƚŝƐůŽĐĂƚĞĚ͘ VICINITY MAP N S H E E T 2 22 T 2 E E EE S H E E S H E E T E E EE H E HHH S ϴϴ WZKWK^hE/d^d,/^W>d ^/E'>&D/>zΗdzWΗ>Kd^;ϳϬΖͿ ϯϬ ϰϯ dKd>W,^ϵ ϭϮϮ ϰϵ ^/E'>&D/>zΗdzWΗ>Kd^;ϲϬΖͿ ^/E'>&D/>zΗdzWΗ>Kd^;ϱϬΖͿ фDх N Ϭϴ^ĞƉƚĞŵďĞƌϮϬϮϲ ^,dϭK&ϱ <zDWN SHEET 1 SHEET 2 SHEET 3 10 09/15/2026 Item C. ϰϯ ϰϮ ϰϰ ϰϭ ϰϬ ϯϵ ϰ ϴϳϲϱ ϭϰ ϭϯ ϭϮ ϭϭ ϭϬ ϵ ϭϱ ϭϳy Ϯ ϯ ϭ ϱ ϭϵ ϭϬ ϭϴ ϭϱ ϭϯ ϴ ϭϮ ϮϬ Ϯϭ ϭϳ ϭϲ ϭϰ ϰ ϵ ϲ ϳ ϭϭ ϯ Ϯ ϰ ϱ ϲ ϵ ϳ ϴ ϭϮ ϭϬϳϴ ϭϯ ϭϰ ϭϲ Ϯ ϯ ϱ ϭϴ ϭϳ ϭϱ ϭϵ ϭ ϮϬ ϲ ϭϭ ϵ ϭ Ϯ ϯ ϲ ϰ ϱ ϳ ϭϬ ϵ ϳ ϴ ϲ ϭϭ ϭϮ ϱ ϰ Ϯ ϯ ϭ ϭϯ ϭϰ ϰ Ϯ ϯ ϰϳϰϰϰϲϰϯ ϰϴϰϱ ϯϵ ϯϴϰϮϰϬϰϭ ϭϮ ϲϰϰϴ^& ϭϬ ϴϴϬϬ^&ϳ ϲϮϵϳ^& ϴ ϲϮϰϯ^& ϭϯ ϳϱϬϰ^& ϭϰ ϳϱϭϮ^& ϭϲ ϳϮϮϵ^& Ϯ ϳϮϬϬ^&ϯ ϲϬϬϭ^& ϱ ϲϴϲϭ^& ϭϴ ϳϮϬϬ^&ϭϳ ϳϮϬϬ^&ϭϱ ϴϬϭϬ^& ϭϵ ϳϮϬϬ^& ϭ ϵϭϵϲ^& ϮϬ ϳϮϭϵ^& ϲ ϲϴϯϬ^& ϭϭ ϳϱϭϬ^& ϵ ϲϭϲϵ^& ϭ ϭϬϳϭϰ^& Ϯ ϴϬϬϬ^& ϯ ϲϮϵϰ^& ϲϯ ϲ ϵϴϰϴ^& ϰ ϳϳϭϮ^& ϱ ϴϲϭϯ^& ϳ ϲϮϵϳ^& ϭϵ ϲϬϬϬ^& ϭϴ ϲϬϬϬ^& ϭϱ ϲϱϭϴ^& ϭϯ ϳϲϭϬ^& ϮϬ ϲϬϬϬ^& ϭϳ ϲϬϬϬ^& ϭϲ ϲϬϬϬ^& ϭϰ ϲϵϱϴ^& ϭϬ ϲϰϮϮ^&ϵ ϲϰϮϮ^& ϴ ϳϲϮϲ^& ϭϭ ϲϭϲϰ^& ϭϮ ϲϭϬϵ^& ϭϯ ϲϭϬϵ^& ϭϰ ϴϯϭϱ^& ϰ ϲϯϮϴ^& ϱ ϴϭϬϬ^& ϭϬ ϴϭϬϬ^& ϴ ϴϭϬϬ^& ϭϮ ϭϬϲϴϴ^& ϰ ϲϳϱϬ^& ϵ ϴϭϬϬ^& ϲ ϴϭϬϬ^&ϳ ϵϰϱϬ^& ϭϭ ϵϰϱϬ^& ϯ ϲϳϭϭ^& Ϯ ϵϯϯϳ^& ϰ ϲϰϱϱ^&ϱ ϴϮϲϮ^&ϲ ϳϱϬϬ^& ϵ ϴϳϱϬ^& ϳ ϳϱϬϬ^&ϴ ϴϳϱϬ^& ^td^W/Z tz t/ > Z z t z W > D d d K > E E E > / > z d Z / > WZ^/DDKE >E >K<ϭϲ >K<ϭϭ >K<ϭϭ >K<ϭϯ >K<ϭϰ >K<ϭϮ ^ E d K > / E t z &KydZKd d Z / > ϯϵ ϳϮϬϬ^&ϳϮϯϴ ϳϮϬϬ^&ϰϬ ϳϮϮϰ^& ϰϭ ϳϮϯϮ^& ϰϮ ϳϮϱϲ^& Ϯ ϴϭϯϭ^& ϯ ϲϳϲϬ^& >K<ϭϱ >K<ϭϱ>K<ϭϲ >K<ϭϬ >K<ϰ WK/EdK& '/EE/E' KWE^W >Kdϭy͕>K<ϭϭ ϭ͕ϭϲϲ͕Ϯϵϲ^& tz>/ W> ^ E d s > > z Z ^ , ^ Z D Z Z / d d Z D/ > ^ Z h E < Z , / > > >E/^Z > > Z s ^dKEZ & D ϱ ϰ ϰ > D ' Z K s Z &Dϱϰϰ tK K Z / 'Kh^,dhZ E W / < s / E ^ K E Z t / d d Z >DZ/s K h E d z > / E Z t > > ^ Z Z<ZK ^^/E' ' W< t z ^d K E t > > Z ZE,ZK D y t > > Z < Z ,h^KEZ ZKt>dd KDDhE/dzWZ<>/Zdz'ZKsDĐ Z Z z Z ^ E E ,E^>z>E ^,^Zt,/d>zZ >< Zz,hZ KD/E/K E Z WZK:d ϰϭ ϰϬ ϯϵ ϵ ϳ ϴ ϭ ϵ Ϯ ϯ ϴ ϲ ϰ ϱ ϳ ϰϳϰϲ ϰϵϰϴϰϱ ϯϵ ϯϳϯϴϰϬ ϭ ϭϬϳϭϰ^& ϲϱ ϵ ϲϰϵϴ Ϯ ϴϬϬϬ^& ϯ ϲϮϵϰ^& ϴ ϲϯϲϴ^& ϲ ϵϴϰϴ^& ϰ ϳϳϭϮ^& ϱ ϴϲϭϯ^& ϳ ϲϮϵϳ^& ^& ϵ ϴϳϱϬ^& ϳ ϳϱϬϬ^& ϴ ϴ ϴϳϱϬ^& WZ^/ Z tz >K<ϭϰ >K<ϭ ϯϵ ϳϮϬϬ^& ϯϳ ϳϮϬϬ^&ϯϴ ϳϮϬϬ^&ϰϬ ϳϮϮϰ^& >K<ϭϱ >K<ϭϱ j: \ c i v i l 3d pr o j e c t s \ 1 8 0 2 0 do m i n i o n \ p r e l i m i n a r y pl a t \ p h a s e 9\ d w g \ 1 8 0 2 0 g pr e l i m i n a r y pl a t . d w g KǁŶĞƌͬƉƉůŝĐĂŶƚ͗ tǇůŝĞWs>ŝŵŝƚĞĚWĂƌƚŶĞƌƐŚŝƉ ĐͬŽdĞĂŵWŚŝůůŝƉƐ͕/ŶĐ͘ ϭϵϭϰ^ŬŝůůŵĂŶ^ƚƌĞĞƚ ^ƵŝƚĞϭϭϬͲϯϭϬ ĂůůĂƐ͕dĞǆĂƐϳϱϮϬϲ WŚŽŶĞ͗ϮϭϰͲϱϯϱͲϭϳϱϴ ŽŶƚĂĐƚ͗EĂŶĐǇ͘WŚŝůůŝƉƐ ŶĂŶĐǇΛƚĞĂŵƉŚŝůůŝƉƐŝŶĐ͘ĐŽŵ /dzE,DZ<^͗ /dzDKEhDEdηϮ͗>ŽĐĂƚĞĚŶŽƌƚŚŽĨ^ƚĂƚĞ,ŝŐŚǁĂǇEŽ͘ϳϴ ĂŶĚǁĞƐƚŽĨ^ŽƵƚŚĂůůĂƌĚ^ƚƌĞĞƚĂƉƉƌŽǆŝŵĂƚĞůǇϭϬ͘ϬΖǁĞƐƚĂŶĚ ϭϬ͘ϰΖƐŽƵƚŚŽĨƚŚĞƐŽƵƚŚĞĂƐƚĐŽƌŶĞƌŽĨƚŚĞďƵŝůĚŝŶŐůŽĐĂƚĞĚĂƚ ϭϬϰ^ŽƵƚŚĂůůĂƌĚ^ƚƌĞĞƚ͘ E͗ϳϬϱϳϯϰϲ͘ϳϴ͗ϮϱϲϵϱϮϭ͘Ϭϰ >s͗ϱϱϬ͘ϮϰΖ;W>EͿ ϱϱϬ͘ϯϳΖ;&/>Ϳ /dzDKEhDEd ηϰ͗ >ŽĐĂƚĞĚŝŶƚŚĞŶŽƌƚŚĞĂƐƚĐŽƌŶĞƌŽĨYƵĂŝů DĞĂĚŽǁWĂƌŬƐŽƵƚŚŽĨĂůůĞǇĂŶĚǁĞƐƚ ŽĨtŚŝƚĞ /ďŝƐtĂǇ͘ϭϰ͘ϱ ĨĞĞƚ ƐŽƵƚŚ ŽĨ ƚŚĞ ƐŽƵƚŚ ůŝŶĞ ŽĨ ĂůůĞǇ ĐŽŶĐƌĞƚĞ ƉĂǀŝŶŐ͘ ϳ͘ϯΖ ƉĞƌƉĞŶĚŝĐƵůĂƌƚŽď͘Đ͘ƉĂƌŬŝŶŐĂƌĞĂ͘ E͗ϳϬϲϱϳϴϳ͘ϲϬ͗ϮϱϲϬϵϳϯ͘ϵϯ >s͗ϱϲϮ͘ϵϭΖ;W>EͿ ϱϲϮ͘ϴϲΖ;&/>Ϳ /dzDKEhDEdηϱ͗>ŽĐĂƚĞĚŶŽƌƚŚŽĨƚŚĞŶŽƌƚŚĞĂƐƚ ŝŶƚĞƌƐĞĐƚŝŽŶŽĨdƌŽǇZŽĂĚĂŶĚŽƵŶƚǇZŽĂĚϳϯϮ;ĞĂǀĞƌƌĞĞŬͿ͘ dŚĞŵŽŶƵŵĞŶƚŝƐůŽĐĂƚĞĚĂƉƉƌŽǆŝŵĂƚĞůǇϴ͘ϱΖǁĞƐƚŽĨƚŚĞ ƐŽƵƚŚĞĂƐƚĐŽƌŶĞƌŽĨĂĐŚĂŝŶůŝŶŬĨĞŶĐĞĂŶĚϱ͘ϯΖƐŽƵƚŚŽĨƚŚĞ ƐŽƵƚŚĐŚĂŝŶůŝŶŬĨĞŶĐĞ͘ E͗ϳϬϱϬϮϰϱ͘ϴϬ͗Ϯϱϳϴϲϲϵ͘ϭϱ >s͗ϰϱϰ͘ϮϴΖ;W>EͿ ϰϱϰ͘ϭϳΖ;&/>Ϳ EŽƚĞƐ͗ ϭ͘ ^ĞůůŝŶŐĂƉŽƌƚŝŽŶŽĨƚŚŝƐĂĚĚŝƚŝŽŶďǇŵĞƚĞƐĂŶĚďŽƵŶĚƐŝƐĂǀŝŽůĂƚŝŽŶŽĨĐŝƚǇ ŽƌĚŝŶĂŶĐĞĂŶĚ ƐƚĂƚĞůĂǁĂŶĚŝƐƐƵďũĞĐƚƚŽĨŝŶĞƐĂŶĚǁŝƚŚŚŽůĚŝŶŐŽĨƵƚŝůŝƚŝĞƐ ĂŶĚďƵŝůĚŝŶŐƉĞƌŵŝƚƐ͘ Ϯ͘ KƉĞŶƐƉĂĐĞůŽƚƐƐŚĂůůďĞĚĞĚŝĐĂƚĞĚƚŽƚŚĞŝƚǇŽĨtǇůŝĞĂŶĚŵĂŝŶƚĂŝŶĞĚďǇƚŚĞ ,͘K͘ƉĞƌKƌĚŝŶĂŶĐĞϮϬϮϬͲϱϰ;^ĞĞǆŚŝďŝƚ͕'ĞŶĞƌĂů^ƚĂŶĚĂƌĚƐEŽ͘ϰͿ͘ ϯ͘ EŽĂƉƉƵƌƚĞŶĂŶĐĞďĞƚǁĞĞŶ ƚŚĞŚĞŝŐŚƚŽĨϮΖĂŶĚϵΖŵĂǇďĞƉůĂĐĞĚŝŶǀŝƐŝďŝůŝƚǇ ƚƌŝĂŶŐůĞƐ͘ ϰ͘ WĞƌ&D&/ZDWĂŶĞůϰϴϭϭϯϬϮϯϱ< ĚĂƚĞĚ:ƵůǇϳ͕ϮϬϭϰ͕ ƚŚĞ&ŝŶĂůWůĂƚůŝŵŝƚƐ ůŝĞŝŶƚŚĞΗŽŶĞyΗĂƌĞĂŽĨŵŝŶŝŵĂůĨůŽŽĚŚĂǌĂƌĚ͘ ϱ͘ WĞƌƚŚĞŝƚǇŽĨtǇůŝĞKƌĚŝŶĂŶĐĞEŽ͘ϮϬϮϬͲϱϰƚŚĞǌŽŶŝŶŐŽĨƚŚŝƐƉƌŽƉĞƌƚǇǁĂƐ ĂŵĞŶĚĞĚƚŽĂůůŽǁĂϱΖƌĞĂƌǇĂƌĚĞŶĐƌŽĂĐŚŵĞŶƚ͘ ϲ͘ ĞƌƚŝĨŝĐĂƚĞŽĨKĐĐƵƉĂŶĐǇǁŝůůŶŽƚďĞŝƐƐƵĞĚĨŽƌƚŚĞƉƌŽƉĞƌƚǇƵŶƚŝůĂůůƚŚĞ ŽĨĨƐŝƚĞ Đŝǀŝů ŝŵƉƌŽǀĞŵĞŶƚƐ͕ ƐĐƌĞĞŶŝŶŐ ǁĂůů͕ ĂŶĚ ĚĞƚĞŶƚŝŽŶ ƉŽŶĚĂƌĞ ĐŽŶƐƚƌƵĐƚĞĚĂŶĚĂĐĐĞƉƚĞĚďǇƚŚĞŝƚǇ͘ ϳ͘ dŚĞŝƚǇƐŚĂůůŶŽƚďĞƌĞƐƉŽŶƐŝďůĞĨŽƌƚŚĞŵĂŝŶƚĞŶĂŶĐĞŽĨ ĂŶǇĞĂƐĞŵĞŶƚĂƌĞĂƐ͕ ĂůƚŚŽƵŐŚŝƚƌĞƚĂŝŶƐƚŚĞƌŝŐŚƚƚŽĞŶƚĞƌƵƉŽŶĞĂƐĞŵĞŶƚƐĨŽƌƉƵďůŝĐƉƵƌƉŽƐĞƐ͘ ϴ͘ DĂŝŶƚĞŶĂŶĐĞ ƌĞƐƉŽŶƐŝďŝůŝƚǇ ŽĨ ƉƌŝǀĂƚĞ ĚƌĂŝŶĂŐĞ ĞĂƐĞŵĞŶƚƐ ĂŶĚ ĂƉƉƵƌƚĞŶĂŶĐĞƐŝƐƚŚĞƉƌŽƉĞƌƚǇŽǁŶĞƌŽŶǁŚŝĐŚƚŚĞĞĂƐĞŵĞŶƚŝƐůŽĐĂƚĞĚ͘ VICINITY MAP N SH E E T 1 EEETT ET EE HE SH E E T EE HSHS SH E E T 3 SH E E фDх N Ϭϴ^ĞƉƚĞŵďĞƌϮϬϮϲ ^,dϮK&ϱ <zDWN SHEET 2 SHEET 3 SHEET 1 WZ>/D/EZzW>d KD/E/KEK& W>^Eds>>z W,^ϵ ϱϰ͘ϵϯϱZ^ >Kd^ϭy͕ϮͲϮϬ͕>K<ϭϭ͖ >Kd^ϮͲϮϰ͕>K<ϭϮ͖>Kd^ϭͲϮϬ͕>K< ϭϯ͖>Kd^ϭͲϭϭ͕>K<ϭϰ͖>Kd^ϭͲϰϮ͕ >K<ϭϱ͖>Kd^ϴͲϭϰ͕>K<ϭϲ͖ ϭϮϮ^/E'>&D/>z>Kd^ ϭKWE^W^ͬKDDKEZ^ KhdK&d, 'h>hW>K^^EdK^^hZsz͕ ^dZdEK͘ϭϯϴϰ;>>^KhEdzͿ /dzK&tz>/ >>^KhEdz͕dy^ ŶŐŝŶĞĞƌͬ^ƵƌǀĞǇŽƌ͗ :s'ƌŽƵƉ͕/ŶĐ͘ ϳϬϰĞŶƚƌĂůWĂƌŬǁĂǇĂƐƚ͕ ^ƵŝƚĞϭϮϬϬ WůĂŶŽ͕dĞǆĂƐϳϱϬϳϰ WŚŽŶĞ͗ϵϳϮͲϮϬϭͲϯϭϬϮ ŽŶƚĂĐƚ͗ůĂƵĚŝŽ^ĞŐŽǀŝĂ ĐůĂƵĚŝŽ͘ƐĞŐŽǀŝĂΛũǀĐŐƌŽƵƉ͘ĐŽŵ 11 09/15/2026 Item C. ϭy KWE^W >Kdϭy͕>K<ϭϭ ϭ͕ϭϲϲ͕Ϯϵϲ^& tz>/ W> ^ E d s > > z Z ^ , ^ Z D Z Z / d d Z D/ > ^ Z h E < Z , / > > >E/^Z > > Z s ^dKEZ & D ϱ ϰ ϰ > D ' Z K s Z &Dϱϰϰ tK K Z / 'Kh^,dhZ E W / < s / E ^ K E Z t / d d Z >DZ/s K h E d z > / E Z t > > ^ Z Z<ZK ^^/E' ' W< t z ^d K E t > > Z ZE,ZK D y t > > Z < Z ,h^KEZ ZKt>dd KDDhE/dzWZ<>/Zdz'ZKsDĐ Z Z z Z ^ E E ,E^>z>E ^,^Zt,/d>zZ >< Zz,hZ KD/E/K E Z WZK:d j: \ c i v i l 3d pr o j e c t s \ 1 8 0 2 0 do m i n i o n \ p r e l i m i n a r y pl a t \ p h a s e 9\ d w g \ 1 8 0 2 0 g pr e l i m i n a r y pl a t . d w g KǁŶĞƌͬƉƉůŝĐĂŶƚ͗ tǇůŝĞWs>ŝŵŝƚĞĚWĂƌƚŶĞƌƐŚŝƉ ĐͬŽdĞĂŵWŚŝůůŝƉƐ͕/ŶĐ͘ ϭϵϭϰ^ŬŝůůŵĂŶ^ƚƌĞĞƚ ^ƵŝƚĞϭϭϬͲϯϭϬ ĂůůĂƐ͕dĞǆĂƐϳϱϮϬϲ WŚŽŶĞ͗ϮϭϰͲϱϯϱͲϭϳϱϴ ŽŶƚĂĐƚ͗EĂŶĐǇ͘WŚŝůůŝƉƐ ŶĂŶĐǇΛƚĞĂŵƉŚŝůůŝƉƐŝŶĐ͘ĐŽŵ /dzE,DZ<^͗ /dzDKEhDEdηϮ͗>ŽĐĂƚĞĚŶŽƌƚŚŽĨ^ƚĂƚĞ,ŝŐŚǁĂǇEŽ͘ϳϴ ĂŶĚǁĞƐƚŽĨ^ŽƵƚŚĂůůĂƌĚ^ƚƌĞĞƚĂƉƉƌŽǆŝŵĂƚĞůǇϭϬ͘ϬΖǁĞƐƚĂŶĚ ϭϬ͘ϰΖƐŽƵƚŚŽĨƚŚĞƐŽƵƚŚĞĂƐƚĐŽƌŶĞƌŽĨƚŚĞďƵŝůĚŝŶŐůŽĐĂƚĞĚĂƚ ϭϬϰ^ŽƵƚŚĂůůĂƌĚ^ƚƌĞĞƚ͘ E͗ϳϬϱϳϯϰϲ͘ϳϴ͗ϮϱϲϵϱϮϭ͘Ϭϰ >s͗ϱϱϬ͘ϮϰΖ;W>EͿ ϱϱϬ͘ϯϳΖ;&/>Ϳ /dzDKEhDEd ηϰ͗ >ŽĐĂƚĞĚŝŶƚŚĞŶŽƌƚŚĞĂƐƚĐŽƌŶĞƌŽĨYƵĂŝů DĞĂĚŽǁWĂƌŬƐŽƵƚŚŽĨĂůůĞǇĂŶĚǁĞƐƚ ŽĨtŚŝƚĞ /ďŝƐtĂǇ͘ϭϰ͘ϱ ĨĞĞƚ ƐŽƵƚŚ ŽĨ ƚŚĞ ƐŽƵƚŚ ůŝŶĞ ŽĨ ĂůůĞǇ ĐŽŶĐƌĞƚĞ ƉĂǀŝŶŐ͘ ϳ͘ϯΖ ƉĞƌƉĞŶĚŝĐƵůĂƌƚŽď͘Đ͘ƉĂƌŬŝŶŐĂƌĞĂ͘ E͗ϳϬϲϱϳϴϳ͘ϲϬ͗ϮϱϲϬϵϳϯ͘ϵϯ >s͗ϱϲϮ͘ϵϭΖ;W>EͿ ϱϲϮ͘ϴϲΖ;&/>Ϳ /dzDKEhDEdηϱ͗>ŽĐĂƚĞĚŶŽƌƚŚŽĨƚŚĞŶŽƌƚŚĞĂƐƚ ŝŶƚĞƌƐĞĐƚŝŽŶŽĨdƌŽǇZŽĂĚĂŶĚŽƵŶƚǇZŽĂĚϳϯϮ;ĞĂǀĞƌƌĞĞŬͿ͘ dŚĞŵŽŶƵŵĞŶƚŝƐůŽĐĂƚĞĚĂƉƉƌŽǆŝŵĂƚĞůǇϴ͘ϱΖǁĞƐƚŽĨƚŚĞ ƐŽƵƚŚĞĂƐƚĐŽƌŶĞƌŽĨĂĐŚĂŝŶůŝŶŬĨĞŶĐĞĂŶĚϱ͘ϯΖƐŽƵƚŚŽĨƚŚĞ ƐŽƵƚŚĐŚĂŝŶůŝŶŬĨĞŶĐĞ͘ E͗ϳϬϱϬϮϰϱ͘ϴϬ͗Ϯϱϳϴϲϲϵ͘ϭϱ >s͗ϰϱϰ͘ϮϴΖ;W>EͿ ϰϱϰ͘ϭϳΖ;&/>Ϳ EŽƚĞƐ͗ ϭ͘ ^ĞůůŝŶŐĂƉŽƌƚŝŽŶŽĨƚŚŝƐĂĚĚŝƚŝŽŶďǇŵĞƚĞƐĂŶĚďŽƵŶĚƐŝƐĂǀŝŽůĂƚŝŽŶŽĨĐŝƚǇ ŽƌĚŝŶĂŶĐĞĂŶĚ ƐƚĂƚĞůĂǁĂŶĚŝƐƐƵďũĞĐƚƚŽĨŝŶĞƐĂŶĚǁŝƚŚŚŽůĚŝŶŐŽĨƵƚŝůŝƚŝĞƐ ĂŶĚďƵŝůĚŝŶŐƉĞƌŵŝƚƐ͘ Ϯ͘ KƉĞŶƐƉĂĐĞůŽƚƐƐŚĂůůďĞĚĞĚŝĐĂƚĞĚƚŽƚŚĞŝƚǇŽĨtǇůŝĞĂŶĚŵĂŝŶƚĂŝŶĞĚďǇƚŚĞ ,͘K͘ƉĞƌKƌĚŝŶĂŶĐĞϮϬϮϬͲϱϰ;^ĞĞǆŚŝďŝƚ͕'ĞŶĞƌĂů^ƚĂŶĚĂƌĚƐEŽ͘ϰͿ͘ ϯ͘ EŽĂƉƉƵƌƚĞŶĂŶĐĞďĞƚǁĞĞŶ ƚŚĞŚĞŝŐŚƚŽĨϮΖĂŶĚϵΖŵĂǇďĞƉůĂĐĞĚŝŶǀŝƐŝďŝůŝƚǇ ƚƌŝĂŶŐůĞƐ͘ ϰ͘ WĞƌ&D&/ZDWĂŶĞůϰϴϭϭϯϬϮϯϱ< ĚĂƚĞĚ:ƵůǇϳ͕ϮϬϭϰ͕ ƚŚĞ&ŝŶĂůWůĂƚůŝŵŝƚƐ ůŝĞŝŶƚŚĞΗŽŶĞyΗĂƌĞĂŽĨŵŝŶŝŵĂůĨůŽŽĚŚĂǌĂƌĚ͘ ϱ͘ WĞƌƚŚĞŝƚǇŽĨtǇůŝĞKƌĚŝŶĂŶĐĞEŽ͘ϮϬϮϬͲϱϰƚŚĞǌŽŶŝŶŐŽĨƚŚŝƐƉƌŽƉĞƌƚǇǁĂƐ ĂŵĞŶĚĞĚƚŽĂůůŽǁĂϱΖƌĞĂƌǇĂƌĚĞŶĐƌŽĂĐŚŵĞŶƚ͘ ϲ͘ ĞƌƚŝĨŝĐĂƚĞŽĨKĐĐƵƉĂŶĐǇǁŝůůŶŽƚďĞŝƐƐƵĞĚĨŽƌƚŚĞƉƌŽƉĞƌƚǇƵŶƚŝůĂůůƚŚĞ ŽĨĨƐŝƚĞ Đŝǀŝů ŝŵƉƌŽǀĞŵĞŶƚƐ͕ ƐĐƌĞĞŶŝŶŐ ǁĂůů͕ ĂŶĚ ĚĞƚĞŶƚŝŽŶ ƉŽŶĚĂƌĞ ĐŽŶƐƚƌƵĐƚĞĚĂŶĚĂĐĐĞƉƚĞĚďǇƚŚĞŝƚǇ͘ ϳ͘ dŚĞŝƚǇƐŚĂůůŶŽƚďĞƌĞƐƉŽŶƐŝďůĞĨŽƌƚŚĞŵĂŝŶƚĞŶĂŶĐĞŽĨ ĂŶǇĞĂƐĞŵĞŶƚĂƌĞĂƐ͕ ĂůƚŚŽƵŐŚŝƚƌĞƚĂŝŶƐƚŚĞƌŝŐŚƚƚŽĞŶƚĞƌƵƉŽŶĞĂƐĞŵĞŶƚƐĨŽƌƉƵďůŝĐƉƵƌƉŽƐĞƐ͘ ϴ͘ DĂŝŶƚĞŶĂŶĐĞ ƌĞƐƉŽŶƐŝďŝůŝƚǇ ŽĨ ƉƌŝǀĂƚĞ ĚƌĂŝŶĂŐĞ ĞĂƐĞŵĞŶƚƐ ĂŶĚ ĂƉƉƵƌƚĞŶĂŶĐĞƐŝƐƚŚĞƉƌŽƉĞƌƚǇŽǁŶĞƌŽŶǁŚŝĐŚƚŚĞĞĂƐĞŵĞŶƚŝƐůŽĐĂƚĞĚ͘ VICINITY MAP N SH E E T 2 фDх N Ϭϴ^ĞƉƚĞŵďĞƌϮϬϮϲ ^,dϯK&ϱ <zDWN SHEET 2 SHEET 3 SHEET 1 WZ>/D/EZzW>d KD/E/KEK& W>^Eds>>z W,^ϵ ϱϰ͘ϵϯϱZ^ >Kd^ϭy͕ϮͲϮϬ͕>K<ϭϭ͖ >Kd^ϮͲϮϰ͕>K<ϭϮ͖>Kd^ϭͲϮϬ͕>K< ϭϯ͖>Kd^ϭͲϭϭ͕>K<ϭϰ͖>Kd^ϭͲϰϮ͕ >K<ϭϱ͖>Kd^ϴͲϭϰ͕>K<ϭϲ͖ ϭϮϮ^/E'>&D/>z>Kd^ ϭKWE^W^ͬKDDKEZ^ KhdK&d, 'h>hW>K^^EdK^^hZsz͕ ^dZdEK͘ϭϯϴϰ;>>^KhEdzͿ /dzK&tz>/ >>^KhEdz͕dy^ ŶŐŝŶĞĞƌͬ^ƵƌǀĞǇŽƌ͗ :s'ƌŽƵƉ͕/ŶĐ͘ ϳϬϰĞŶƚƌĂůWĂƌŬǁĂǇĂƐƚ͕ ^ƵŝƚĞϭϮϬϬ WůĂŶŽ͕dĞǆĂƐϳϱϬϳϰ WŚŽŶĞ͗ϵϳϮͲϮϬϭͲϯϭϬϮ ŽŶƚĂĐƚ͗ůĂƵĚŝŽ^ĞŐŽǀŝĂ ĐůĂƵĚŝŽ͘ƐĞŐŽǀŝĂΛũǀĐŐƌŽƵƉ͘ĐŽŵ 12 09/15/2026 Item C. j: \ c i v i l 3d pr o j e c t s \ 1 8 0 2 0 do m i n i o n \ p r e l i m i n a r y pl a t \ p h a s e 9\ d w g \ 1 8 0 2 0 g pr e l i m i n a r y pl a t . d w g KǁŶĞƌͬƉƉůŝĐĂŶƚ͗ tǇůŝĞWs>ŝŵŝƚĞĚWĂƌƚŶĞƌƐŚŝƉ ĐͬŽdĞĂŵWŚŝůůŝƉƐ͕/ŶĐ͘ ϭϵϭϰ^ŬŝůůŵĂŶ^ƚƌĞĞƚ ^ƵŝƚĞϭϭϬͲϯϭϬ ĂůůĂƐ͕dĞǆĂƐϳϱϮϬϲ WŚŽŶĞ͗ϮϭϰͲϱϯϱͲϭϳϱϴ ŽŶƚĂĐƚ͗EĂŶĐǇ͘WŚŝůůŝƉƐ ŶĂŶĐǇΛƚĞĂŵƉŚŝůůŝƉƐŝŶĐ͘ĐŽŵ Ϭϴ^ĞƉƚĞŵďĞƌϮϬϮϲ ^,dϰK&ϱ “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” “” WZ>/D/EZzW>d KD/E/KEK& W>^Eds>>z W,^ϵ ϱϰ͘ϵϯϱZ^ >Kd^ϭy͕ϮͲϮϬ͕>K<ϭϭ͖ >Kd^ϮͲϮϰ͕>K<ϭϮ͖>Kd^ϭͲϮϬ͕>K< ϭϯ͖>Kd^ϭͲϭϭ͕>K<ϭϰ͖>Kd^ϭͲϰϮ͕ >K<ϭϱ͖>Kd^ϴͲϭϰ͕>K<ϭϲ͖ ϭϮϮ^/E'>&D/>z>Kd^ ϭKWE^W^ͬKDDKEZ^ KhdK&d, 'h>hW>K^^EdK^^hZsz͕ ^dZdEK͘ϭϯϴϰ;>>^KhEdzͿ /dzK&tz>/ >>^KhEdz͕dy^ ŶŐŝŶĞĞƌͬ^ƵƌǀĞǇŽƌ͗ :s'ƌŽƵƉ͕/ŶĐ͘ ϳϬϰĞŶƚƌĂůWĂƌŬǁĂǇĂƐƚ͕ ^ƵŝƚĞϭϮϬϬ WůĂŶŽ͕dĞǆĂƐϳϱϬϳϰ WŚŽŶĞ͗ϵϳϮͲϮϬϭͲϯϭϬϮ ŽŶƚĂĐƚ͗ůĂƵĚŝŽ^ĞŐŽǀŝĂ ĐůĂƵĚŝŽ͘ƐĞŐŽǀŝĂΛũǀĐŐƌŽƵƉ͘ĐŽŵ 13 09/15/2026 Item C. j: \ c i v i l 3d pr o j e c t s \ 1 8 0 2 0 do m i n i o n \ p r e l i m i n a r y pl a t \ p h a s e 9\ d w g \ 1 8 0 2 0 g pr e l i m i n a r y pl a t . d w g KǁŶĞƌͬƉƉůŝĐĂŶƚ͗ tǇůŝĞWs>ŝŵŝƚĞĚWĂƌƚŶĞƌƐŚŝƉ ĐͬŽdĞĂŵWŚŝůůŝƉƐ͕/ŶĐ͘ ϭϵϭϰ^ŬŝůůŵĂŶ^ƚƌĞĞƚ ^ƵŝƚĞϭϭϬͲϯϭϬ ĂůůĂƐ͕dĞǆĂƐϳϱϮϬϲ WŚŽŶĞ͗ϮϭϰͲϱϯϱͲϭϳϱϴ ŽŶƚĂĐƚ͗EĂŶĐǇ͘WŚŝůůŝƉƐ ŶĂŶĐǇΛƚĞĂŵƉŚŝůůŝƉƐŝŶĐ͘ĐŽŵ Ϭϴ^ĞƉƚĞŵďĞƌϮϬϮϲ ^,dϱK&ϱdzW/>ϱϬΖ>Kd ^d<d/> dzW/>ϲϬΖ>Kd ^d<d/> dzW/>ϳϬΖ>Kd ^d<d/> ΗZKDDE&KZWWZKs>Η ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ŚĂŝƌŵĂŶ͕WůĂŶŶŝŶŐΘŽŶŝŶŐŽŵŵŝƐƐŝŽŶĂƚĞ ŝƚǇŽĨtǇůŝĞ͕dĞǆĂƐ ΗWWZKs&KZKE^dZhd/KEΗ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ DĂǇŽƌŝƚǇŽĨtǇůŝĞ͕dĞǆĂƐĂƚĞ ΗWdΗ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ DĂǇŽƌŝƚǇŽĨtǇůŝĞ͕dĞǆĂƐĂƚĞ dŚĞƵŶĚĞƌƐŝŐŶĞĚ͕ƚŚĞŝƚǇ^ĞĐƌĞƚĂƌǇŽĨƚŚĞŝƚǇŽĨtǇůŝĞ͕dĞǆĂƐ͕ŚĞƌĞďǇĐĞƌƚŝĨŝĞƐƚŚĂƚƚŚĞ ĨŽƌĞŐŽŝŶŐĨŝŶĂůƉůĂƚŽĨƚŚĞKD/E/KEK&W>^Eds>>z͕W,^ϵ͕ƐƵďĚŝǀŝƐŝŽŶŽƌ ĂĚĚŝƚŝŽŶƚŽƚŚĞŝƚǇŽĨtǇůŝĞǁĂƐƐƵďŵŝƚƚĞĚ͕ďǇĨŽƌŵĂůĂĐƚŝŽŶ͕ƚŚĞŶĂŶĚƚŚĞƌĞĂĐĐĞƉƚĞĚƚŚĞ ĚĞĚŝĐĂƚŝŽŶŽĨƐƚƌĞĞƚƐ͕ĂůůĞǇ͕ƉĂƌŬƐ͕ĞĂƐĞŵĞŶƚ͕ƉƵďůŝĐƉůĂĐĞƐ͕ĂŶĚǁĂƚĞƌĂŶĚƐĞǁĞƌůŝŶĞƐĂƐ ƐŚŽǁŶĂŶĚƐĞƚĨŽƌƚŚŝŶĂŶĚƵƉŽŶƐĂŝĚƉůĂƚĂŶĚƐĂŝĚŽƵŶĐŝůĨƵƌƚŚĞƌĂƵƚŚŽƌŝǌĞĚƚŚĞDĂǇŽƌƚŽ ŶŽƚĞƚŚĞĂĐĐĞƉƚĂŶĐĞƚŚĞƌĞŽĨďǇƐŝŐŶŝŶŐŚŝƐŶĂŵĞĂƐŚĞƌĞŝŶĂďŽǀĞƐƵďƐĐƌŝďĞĚ͘ tŝƚŶĞƐƐŵǇŚĂŶĚƚŚŝƐͺͺͺͺͺͺͺͺĚĂǇŽĨͺͺͺͺͺͺͺͺͺͺͺͺ͕͕͘͘ϮϬͺͺͺ͘ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ŝƚǇ^ĞĐƌĞƚĂƌǇ͕ŝƚǇŽĨtǇůŝĞ͕dĞǆĂƐ 45' x 45' VISIBILITY EASEMENT (V.E.) DETAIL Z͘K͘t͘ s/^//>/dz ^Dd;dzWͿ ^dZd ^d Z d WZ>/D/EZzW>d KD/E/KEK& W>^Eds>>z W,^ϵ ϱϰ͘ϵϯϱZ^ >Kd^ϭy͕ϮͲϮϬ͕>K<ϭϭ͖ >Kd^ϮͲϮϰ͕>K<ϭϮ͖>Kd^ϭͲϮϬ͕>K< ϭϯ͖>Kd^ϭͲϭϭ͕>K<ϭϰ͖>Kd^ϭͲϰϮ͕ >K<ϭϱ͖>Kd^ϴͲϭϰ͕>K<ϭϲ͖ ϭϮϮ^/E'>&D/>z>Kd^ ϭKWE^W^ͬKDDKEZ^ KhdK&d, 'h>hW>K^^EdK^^hZsz͕ ^dZdEK͘ϭϯϴϰ;>>^KhEdzͿ /dzK&tz>/ >>^KhEdz͕dy^ ŶŐŝŶĞĞƌͬ^ƵƌǀĞǇŽƌ͗ :s'ƌŽƵƉ͕/ŶĐ͘ ϳϬϰĞŶƚƌĂůWĂƌŬǁĂǇĂƐƚ͕ ^ƵŝƚĞϭϮϬϬ WůĂŶŽ͕dĞǆĂƐϳϱϬϳϰ WŚŽŶĞ͗ϵϳϮͲϮϬϭͲϯϭϬϮ ŽŶƚĂĐƚ͗ůĂƵĚŝŽ^ĞŐŽǀŝĂ ĐůĂƵĚŝŽ͘ƐĞŐŽǀŝĂΛũǀĐŐƌŽƵƉ͘ĐŽŵ 14 09/15/2026 Item C. Wylie Planning & Zoning Commission AGENDA REPORT Department: Planning Item Number: 1 Prepared By: Kevin Molina Subject Consider, and act upon, a site plan amendment for Wal-Mart being on Lot 1, Block A of Creekside Retail Addition, for EV parking stall and pharmacy drive-through improvements. Property located at 1400 McCreary Road. Recommendation Motion to approve as presented Discussion OWNER: Wal-Mart Real Estate Business Trust APPLICANT: Kimley-Horn The applicant is proposing to amend the site plan of Lot 1, Block A of Creekside Retail Addition for the installation of EV charging equipment and EV parking stalls along the northern property line and the expansion of the pharmacy drive-through lanes to a two lane service with the addition of canopy. The original site plan for the Wal-Mart development was approved by City Council in August 2014 and the final plat in November 2014. As presented, this site plan is in compliance with the design requirements of the Zoning Ordinance and of Planned Development 2017-07. This proposal includes the addition of four EV charging stalls. All EV charging equipment shall be screened from McCreary Road with shrubs of a minimum of 6’ in height. A new 11’ wide drive through lane and canopy is also proposed for the pharmacy service area. This change has led to a shift of the southern fire lane and southern parking row of ten spaces. An amended plat shall be required for the relocation of the fire lane. The development remains in compliance with landscaping requirements by providing 25% of landscaped area being over the 20% landscaping requirement. The proposed canopy is made of a prefinished mental which is to be painted to match the existing buildings exterior material and branding. Approval of the site plan is subject to additions and alterations as required by the City Engineering Department. 15 09/15/2026 Item 1. C C C C CC CC C C STORE #06078 WYLIE, TX BUILDING PROTO: 41 EXISTING S.F.: 42,276 PROPOSED S.F.: 42,276 EXISTING FFE: 572.00 C C C C C C C C C C C C C C C C C C C CC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC STORE #06078 WYLIE, TXX BUILDING PROTO: 41PRO EXISTING S.F.: 42,276NG PROPOSED S.F.: 42,276OPO EXISTING FFE: 572.00EX C C C C C C C C C C C C CC C C CCCCCCCCCCCCCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCCCCCCCCC C C C C CC CC C C STORE #06078 WYLIE, TX BUILDING PROTO: 41 EXISTING S.F.: 42,276 PROPOSED S.F.: 42,276 EXISTING FFE: 572.00 NO PARKING NOPARKING NO PARKING NO PARKING NOPARKINGNOPARKING sE sE LVSB MVT C C FL FL FL FL FL FL FL F L F L FL FL FL FL FL FL FL FL FH NO PARKING NOPARKING NO PARKING NO PARKING NOPARKINGNOPARKING sE sE LVSB MVT C C FL FL FL FL FL FL FL F L F L FL FL FL FL FL FL FL FL FH MCMILLEN RD MC C R E A R Y R D 3500 MCMILLEN RD OWNER: WAL-MART REAL ESTATE BUSINESS TRUST ZONING: PD USE: COMMERCIAL 3400 MCMILLEN RD OWNER: VHP OWNER LLC ZONING: PD USE: RESIDENTIAL MULTI-FAMILY CREEKSIDE SOUTH APARTMENTES ADDITION, BLK A, LOT 1 18.48 AC 1409 LAURA DR OWNER: MEMON MOHAMMED IQBAL ZONING: PD USE: RESIDENTIAL SINGLE FAMILY CREEKSIDE ESTATES PHASE I, BLK E, LOT 8 1420 MCCREARY RD OWNER: SANCTUARY LTC LLC ZONING: PD USE: COMMERCIAL GARNET HILL, BLK A, LOT 1 6.00 AC OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E T T D D D D D S S 12.0' TYP. 20 . 0 ' T Y P . 35 . 0 ' 24' 9.5' T Y P . 18 . 0 ' T Y P . 9.5' T Y P . 18 . 0 ' T Y P . 7.33' 18 . 0 ' 11.0' 8.0' 6.0' 8.0' 8.0' 5.0'11. 0 ' 8.0' 3' 11 ' 3' 25 ' 12' TYP.20 ' T Y P . 12' TYP. 20 ' T Y P . 11 ' 51.03' TO PROPERTY LINE 78 . 8 2 ' T O P R O P E R T Y L I N E 24' 25.0' 30 ' 25 ' 36' 5' 5' 8. 5 ' 5.0' 7.33' 5' 10 ' T Y P . 20' TYP. 10 ' T Y P . 20' TYP. 20 ' 20 ' 24 ' 20 ' 20 ' 199' 24 4 ' 13' 24 ' 25 ' PROPOSED RELOCATED CART CORRAL (4) PROPOSED EV CHARGING STALLS PROPOSED SIDEWALK CONNECTION TO EV CHARGING STALLS (11) EXISTING PICK UP STALLS TO BE RESTRIPED AS (17) PROPOSED REGULAR PARKING STALLS PROPOSED SOLID WHITE STRIPING PROPOSED STOP SIGN EXISTING CURB TO REMAIN IN PLACE PROPOSED STOP BAR, TEXT, AND STRIPING EXISTING CURB TO REMAIN IN PLACE EXISTING CURB TO REMAIN IN PLACE EXISTING FIRE LANE STRIPING TO BE REFRESHED EXISTING STOP BAR AND TEXT TO BE REFRESHED EXISTING CENTERLINE TO BE REFRESHED PROPOSED FIRE LANE STRIPING PROPOSED EV CHARGING EQUIPMENT PROPOSED ELECTRIC EQUIPMENT EXISTING FIRE HYDRANT TO REMAIN IN PLACE PROPOSED STRIPING SYSL/4" @ 2' O.C. PROPOSED STRIPING SYSL/4" @ 2' O.C. PROPOSED CANOPY, REFERENCE ARCH PLANS PROPOSED ADDITIONAL PHARMACY DRIVE THRU LANE 7.33' WIDE PEDESTRIAN CROSS WALK WITH 6" WIDE PAINTED WHITE STRIPES AT 2' O.C. AND 1'-8" WHITE STRIPE PERPENDICULAR ON BOTH SIDES (TYP.) 7.33' WIDE PEDESTRIAN CROSS WALK WITH 6" WIDE PAINTED WHITE STRIPES AT 2' O.C. AND 1'-8" WHITE STRIPE PERPENDICULAR ON BOTH SIDES PROPOSED RX DRIVE THRU OPEN ARROW STRIPING PROPOSED "LEFT TURN ONLY" SIGN WITH BOLLARD BASE PROPOSED STOP SIGN WITH BOLLARD BASE PROPOSED STOP BAR, TEXT, AND STRIPING PROPOSED STOP BAR, TEXT, AND STRIPING PROPOSED STOP SIGN PROPOSED RELOCATED FIRE HYDRANT WITHIN EXISTING EASEMENT APPROXIMATE LOCATION OF EXISTING WATER EASEMENT APPROXIMATE LOCATION OF EXISTING ELECTRICAL EASEMENT PROPOSED STRIPING SYSL/4" @ 2' O.C. 7.33' WIDE PEDESTRIAN CROSS WALK WITH 6" WIDE PAINTED WHITE STRIPES AT 2' O.C. AND 1'-8" WHITE STRIPE PERPENDICULAR ON BOTH SIDES PROPOSED ADA-COMPLIANT CURB RAMP PROPOSED SIDEWALK CONNECTION PROPOSED WAYFINDING SIGN AND BREAKAWAY POST PROPOSED FIRE LANE STRIPING PROPOSED PICK-UP STALL #1. PICK UP SIGNAGE SHALL BE PLACED IN NUMERICAL ORDER. RELOCATED LIGHT POLE EXISTING SOLID ARROWS TO BE REMOVED EXISTING WHITE STRIPE TO BE REMOVED IN THIS AREA RELOCATED LIGHT POLE PROPOSED STRIPING SYSL/4" @ 2' O.C.PROPOSED STRIPING SYSL/4" @ 2' O.C. PROPOSED BOLLARD, TYP. EXISTING ELECTRICAL EQUIPMENT TO REMAIN RELOCATED STOP SIGN RELOCATED STOP BAR, TEXT, AND STRIPING PROPOSED OPEN ARROW PROPOSED FIRE LANE STRIPING RELOCATED LIGHT POLE EXISTING LIGHT POLE, TYP. EXISTING LIGHT POLE, TYP. EXISTING LIGHT POLE, TYP. EXISTING LOCATION OF TRASH FACILITIES EXISTING MONUMENT SIGN EXISTING MONUMENT SIGN PROPOSED STRIPING SYSL/4" @ 2' O.C. (4) PROPOSED EV CHARGING SIGNS PROPOSED OPEN ARROW EXISTING TRASH COMPACTOR SCREENING WALL EXISTING BALE AND PALLET STORAGE AREA SCREENING WALL EXISTING TRUCK DOCK SCREENING WALL 20' BUILDING SETBACK (SIDE) 25' BUILDING SETBACK 25' FRONT YARD SETBACK ±490 LF OF EXISTING SCREENING WALL ALONG NORTHERN PROPERTY LINE ±497 LF OF EXISTING SCREENING WALL ALONG EASTERN PROPERTY LINE 20' BUILDING SETBACK (SIDE - RESIDENTIAL) EXISTING 10' UTILITY EASEMENT EXISTING 10' UTILITY EASEMENT 10' SIDE SETBACK 10' SIDE SETBACK FIRE LANE, ACCESS, AND UTILITY EASEMENT TO BE RELOCATED TO REALIGNED DRIVE AISLE SOUTH OF BUILDING EXISTING MEDICAL USE BUILDING N0 ° 0 0 ' 0 2 " W 37 8 . 0 ' N89°59'58"E 504.0' S0 ° 0 0 ' 0 2 " E 50 9 . 6 ' S89°48'43"W 289.8' N0 ° 0 0 ' 0 2 " W 11 7 . 5 ' S89°59'58"W 199.2' N45°00'02"W 21.2' 10' SIDEWALK EASEMENT EXISTING ADA STALL STRIPING TO BE REFRESHED BY DA T E AS S H O W N RE V I S I O N S No . DA T E SHEET NUMBER CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T © 2 0 2 6 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 11 7 0 0 K A T Y F R E E W A Y , S U I T E 8 0 0 , H O U S T O N , T E X A S 7 7 0 7 9 PH O N E : ( 2 8 1 ) 5 9 7 - 9 3 0 0 WW W . K I M L E Y - H O R N . C O M CI T Y S I T E P L A N 06 5 5 6 3 1 9 7 AU G U S T 2 0 2 6 EA Z MG M LA S T S A V E D 8 / 2 7 / 2 0 2 6 3 : 5 6 P M PL O T T E D B Y Z E L L E R , E M I L Y 8 / 2 7 / 2 0 2 6 4 : 2 0 P M DW G N A M E C i t y S i t e P l a n - 6 0 7 8 . d w g IM A G E S V i c i n i t y M a p : E P S G 2 2 7 6 _ D a t e 2 0 2 5 1 0 2 1 _ L a t3 3 . 0 3 4 1 1 9 _ L o n - 9 6 . 5 9 3 5 4 5 _ M p p 0 . 0 7 5 _ V e r t : XR E F S x S i t e : x S u r v e y : x R e c o r d : x 2 4 x 3 6 _ CS P _ B o r d e r : x U t i l : x S i t e - E A Z : x H a t c h EA Z ST O R E N O : 0 6 0 7 8 - 1 0 0 6 WY L I E , T X 14 0 0 M C C R E A R Y R D SP LEGEND PROPERTY LINE 0 GRAPHIC SCALE IN FEET 15 30 60 SCALE: 1" = 30' NORTH ENGINEER / APPLICANT KIMLEY-HORN AND ASSOCIATES, INC. 11700 KATY FREEWAY, SUITE 800 HOUSTON, TX. 77079 PHONE: (281) 597-9300 CONTACT: MALLORY MARTIN, P.E. MALLORY.MARTIN@KIMLEY-HORN.COM WAL-MART #6078 REVISED SITE PLAN OWNER WAL-MART REAL ESTATE BUSINESS TRUST 814 RESPECT DR. BENTONVILLE, AR 72716-5520 PHONE: (501) 516-6815 CONTACT: AUDREY FREEMAN CREEKSIDE RETAIL ADDITION (CWY), BLK A, LOT 1 5.254 ACRES CITY OF WYLIE, TEXAS VICINITY MAP NORTH 1" = 2,000' SITE DATA SUMMARY TABLE ITEM LOT GENERAL SITE DATA Zoning (from zoning map) Land Use (from Zoning Ordinance) Lot Area (square feet & acres) Building Footprint Percentage Building Height (# stories) Building Height (feet – distance to tallest building element) PARKING Parking Ratio (from Zoning Ordinance) for existing building Required Parking (# spaces) Total Provided Parking (# spaces) Accessible Parking Required (# spaces) Accessible Parking Provided (# spaces) 3.33/1,000 S.F. 1 STORY 16.4% 228,864 SF / 5.254 AC PD - PLANNED DEV DISTRICT W W GAS UGE EXISTING WATER LINE PROPOSED WATER LINE EXISTING GAS LINE EXISTING UNDERGROUND ELECTRICAL LINE EXISTING EASEMENT LINE SD EXISTING STORM PIPE AND CULVERT GENERAL MERCHANDISE 26.18' EXISTING BUILDING SET BACK ADJACENT PROPERTY LINE Existing Building Footprint Area (square feet) 42,276 SF The purpose of this revised site plan is to propose (4) EV charging stalls, relocated pick-up parking stalls to the south side of the existing neighborhood market, and to add an additional pharmacy drive-thru lane and canopy to the southern side of the existing building. 141 spaces1 1.) City of Wylie required parking count is calculated by applying the 1 space per 300 SF parking ratio. 2.) Accessible parking is included in the total parking space count. 5 spaces2 6 spaces2 153 spaces (4 EV charging) McMILLEN RD Mc C R E A R Y R D Total Building Area (square feet) 42,276 SF EV Parking Provided (# spaces)4 spaces Pick-up Parking Provided (# spaces)10 spaces PROPOSED CONCRETE FEMA Floodplain Designation Zone X (Unshaded) EXISTING SANITARY SEWER EXISTING FIRE HYDRANT SS PROPOSED FIRE HYDRANT 8/31/2026 16 09/15/2026 Item 1. 21 22 1 23 24 25 48 49 56 57 58 59 60 61 TP TP TP TP TP TP TP TP TP TP TP TP TP TP T P STORE #06078 WYLIE, TX BUILDING PROTO: 41 EXISTING S.F.: 42,276 PROPOSED S.F.: 42,276 EXISTING FFE: 572.00 MCMILLEN ROAD MC C R E A R Y R O A D OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E T T D D D D D S S NO PARKING NOPARKING NO PARKING NO PARKING NOPARKINGNOPARKING sE sE LVSBMVT C C FH C C C C CC CC C C 21 22 1 23 24 25 48 49 56 57 58 59 60 61 TP TP TP TP TP TP TP TP TP TP TP TP TP TP T P EXISTING TREE TO BE REMOVED (TYP.) TREE PROTECTION FENCE (TYP.) TREE PROTECTION FENCE (TYP.) EXISTING TREE TO BE REMOVED (TYP.) PROPERTY LINE (TYP.) 101 102 TP EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN TREE PROTECTION FENCING 101 102 TP SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 TR E E P R E S E R V A T I O N PL A N 6500 SCALE: 1" = 30'NORTH CAUTION!! Know what's CAUTION!! TREE PRESERVATION AND REMOVAL NOTES 1. CONTRACTOR SHALL COORDINATE WITH ISA CERTIFIED ARBORIST AND PROPERTY OWNERS TO VERIFY OBJECTIVES PRIOR TO COMMENCING ANY PRUNING OR TREE REMOVAL ACTIVITIES. 2. ALL CREW MEMBERS SHOULD BE WEARING THE APPROPRIATE SAFETY GEAR: HARD HATS, EYE PROTECTION, APPROVED BOOTS, HEARING PROTECTION, CHAIN SAW CHAPS FOR GROUNDWORK. 3. ANY TREES REMOVED, AND ALL TREE MATERIALS REMOVED SHALL BE REMOVED FROM THE PROPERTY AT THE CONTRACTOR'S EXPENSE. 4. ALL TRASH AND DEBRIS FROM ANY CONSTRUCTION RELATED ACTIVITIES SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE, FOLLOWING COMPLETION OF THE PROJECT. 5. ANY DAMAGE TO THE EXISTING LANDSCAPE, PAVEMENT, BUILDING, OR ANY OTHER SITE FEATURES SHALL BE REPLACED BY THE CONTRACTOR AND/OR RESTORED TO PRE-CONSTRUCTION CONDITION. TREE PRESERVATION LEGEND NOTE: TREES TO BE PRUNED TO REMOVE ANY BRANCHES IN CONFLICT WITH POWERLINES OR AREAS OF STRUGGLING VEGETATION. 17 09/15/2026 Item 1. SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 SECTION 015639: TREE AND PLANT PROTECTION PART 1 GENERAL 1.1 SUMMARY A. THE SCOPE OF WORK INCLUDES ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, FACILITIES, TRANSPORTATION AND SERVICES NECESSARY FOR, AND INCI DENTAL TO PERFORMING ALL OPERATIONS IN CONNECTION WITH PROTECTION OF EXISTING TREES AND OTHER PLANTS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 1. PROVIDE PRECONSTRUCTION EVALUATIONS 2. PROVIDE PROTECTION OF ROOT ZONES AND ABOVE GROUND TREES AND PLANTS 3. PROVIDE PRUNING OF EXISTING TREES AND PLANTS. 4. COORDINATE WITH THE REQUIREMENTS OF THE SPECIFICATIONS FOR MODIFICATIONS TO THE SOIL WITHIN THE ROOT ZONE OF EXISTING TREES AND PLANTS. 5. PROVIDE ALL INSECT AND DISEASE CONTROL. 6. PROVIDE MAINTENANCE OF EXISTING TREES AND PLANTS INCLUDING IRRIGATION DURING THE CONSTRUCTION PERIOD AS RECOMMENDED BY THE ARBORIST REPORT. 7. PROVIDE MAINTENANCE OF EXISTING TREES AND PLANTS INCLUDING IRRIGATION DURING THE POST CONSTRUCTION PLANT MAINTENANCE PERIOD. 8. REMOVE TREE PROTECTION FROM AROUND AND UNDER TREES AND PLANTS. 9. CLEAN UP AND DISPOSAL OF ALL EXCESS AND SURPLUS MATERIAL. 1.2 CONTRACT DOCUMENTS A. SHALL CONSIST OF SPECIFICATIONS AND GENERAL CONDITIONS AND THE DRAWINGS. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS, AND SERVICES NECESSARY FOR THE PROPER EXECUTION OF THE WORK. THE DOCUMENTS ARE TO BE CONSIDERED AS ONE. WHATEVER IS CALLED FOR BY ANY PARTS SHALL BE AS BINDING AS IF CALLED FOR IN ALL PARTS. B. IT IS THE INTENT OF THIS SECTION THAT THE REQUIREMENTS APPLY TO ALL OTHER SECTIONS OF THE PROJECT SPECIFICATION SUCH THAT ANY SUBCONTRACTOR MUST COMPLY WITH THE RESTRICTIONS ON WORK WITHIN DESIGNATED TREE AND PLANT PROTECTION AREAS. 1.3 RELATED DOCUMENTS AND REFERENCES A. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION I SPECIFICATIONS APPLY TO WORK OF THIS SECTION. 2. IRRIGATION SPECIFICATIONS 3. PLANTING SPECIFICATIONS B. REFERENCES: THE FOLLOWING SPECIFICATIONS AND STANDARDS OF THE ORGANIZATIONS AND DOCUMENTS LISTED IN THIS PARAGRAPH FORM A PART OF THE SPECIFICATION TO THE EXTENT REQUIRED BY THE REFERENCES THERETO. IN THE EVENT THAT THE REQUIREMENTS OF THE FOLLOWING REFERENCED STANDARDS AND SPECIFICATION CONFLICT WITH THIS SPECIFICATION SECTION, THE REQUIREMENTS OF THIS SPECIFICATION SHALL PREVAIL. IN THE EVENT THAT THE REQUIREMENTS OF ANY OF THE FOLLOWING REFERENCED STANDARDS AND SPECIFICATIONS CONFLICT WITH EACH OTHER, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 1. ANSI A300 - STANDARD PRACTICES FOR TREE, SHRUB AND OTHER WOODY PLANT MAINTENANCE (9 PARTS), MOST CURRENT EDITIONS. 2. INTERNATIONAL SOCIETY OF ARBORICULTURE BEST MANAGEMENT PRACTICES (ISA BMP) MOST CURRENT EDITIONS. a. TREE PRUNING b. SOIL MANAGEMENT FOR URBAN TREES c. TREE SUPPORT SYSTEMS: CABLING, BRACING, GUYING, AND PROPPING d. TREE LIGHTING PROTECTION SYSTEMS e. MANAGING TREES DURING CONSTRUCTION f. TREE PLANTING g. TREE RISK ASSESSMENT h. TREE INVENTORY i. INTEGRATED PEST MANAGEMENT j. TREE INJECTIONS k. TREE AND SHRUB FERTILIZATION 3. PRUNING PRACTICES SHALL CONFORM WITH RECOMMENDATIONS “STRUCTURAL PRUNING: A GUIDE FOR THE GREEN INDUSTRY”; PUBLISHED BY URBAN TREE FOUNDATION, VISALIA, CALIFORNIA; MOST CURRENT EDITION. 4. GLOSSARY OF ARBORICULTURAL TERMS, INTERNATIONAL SOCIETY OF ARBORICULTURE, CHAMPAIGN IL, MOST CURRENT EDITION. 1.4 VERIFICATION A. ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES, AND SHALL IMMEDIATELY INFORM THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE INFORMATION ON THE DRAWINGS AND THE ACTUAL CONDITIONS, REFRAINING FROM DOING ANY WORK IN SAID AREAS UNTIL GIVEN APPROVAL TO DO SO BY THE OWNER'S REPRESENTATIVE. 1.5 PERMITS AND REGULATIONS A. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS RELATED TO THIS SECTION OF THE WORK UNLESS PREVIOUSLY EXCLUDED UNDER PROVISION OF THE CONTRACT OR GENERAL CONDITIONS. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS AND ORDINANCES BEARING ON THE OPERATION OR CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF THE CONTRACTOR OBSERVES THAT A CONFLICT EXISTS BETWEEN PERMIT REQUIREMENTS AND THE WORK OUTLINED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING INCLUDING A DESCRIPTION OF ANY NECESSARY CHANGES AND CHANGES TO THE CONTRACT PRICE RESULTING FROM CHANGES IN THE WORK. B. WHEREVER REFERENCES ARE MADE TO STANDARDS OR CODES IN ACCORDANCE WITH WHICH WORK IS TO BE PERFORMED OR TESTED, THE EDITION OR REVISION OF THE STANDARDS AND CODES CURRENT ON THE EFFECTIVE DATE OF THIS CONTRACT SHALL APPLY, UNLESS OTHERWISE EXPRESSLY SET FORTH. C. IN CASE OF CONFLICT AMONG ANY REFERENCED STANDARDS OR CODES OR BETWEEN ANY REFERENCED STANDARDS AND CODES AND THE SPECIFICATIONS, THE MORE RESTRICTIVE STANDARD OR CODE SHALL APPLY OR OWNER'S REPRESENTATIVE SHALL DETERMINE WHICH SHALL GOVERN. 1.6 PROTECTION OF WORK, PROPERTY AND PERSON A. THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES OR INJURY DUE TO HIS/HER ACTIONS. 1.7 CHANGES IN THE WORK A. THE OWNER'S REPRESENTATIVE MAY ORDER CHANGES IN THE WORK, AND THE CONTRACT SUM SHOULD BE ADJUSTED ACCORDINGLY. ALL SUCH ORDERS AND ADJUSTMENTS PLUS CLAIMS BY THE CONTRACTOR FOR EXTRA COMPENSATION MUST BE MADE AND APPROVED IN WRITING BEFORE EXECUTING THE WORK INVOLVED. 1.8 CORRECTION OF WORK A. THE CONTRACTOR SHALL RE-EXECUTE ANY WORK THAT FAILS TO CONFORM TO THE REQUIREMENTS OF THE CONTRACT AND SHALL REMEDY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP UPON WRITTEN NOTICE FROM THE OWNER'S REPRESENTATIVE, AT THE SOONEST POSSIBLE TIME THAT CAN BE COORDINATED WITH OTHER WORK AND SEASONAL WEATHER DEMANDS. 1.9 DEFINITIONS A. ALL TERMS IN THIS SPECIFICATION SHALL BE AS DEFINED IN THE “GLOSSARY OF ARBORICULTURAL TERMS” OR AS MODIFIED BELOW. 1. OWNER'S REPRESENTATIVE: THE PERSON APPOINTED BY THE OWNER TO REPRESENT THEIR INTEREST IN THE REVIEW AND APPROVAL OF THE WORK AND TO SERVE AS THE CONTRACTING AUTHORITY WITH THE CONTRACTOR. THE OWNER'S REPRESENTATIVE MAY APPOINT OTHER PERSONS TO REVIEW AND APPROVE ANY ASPECTS OF THE WORK. 2. REASONABLE AND REASONABLY: WHEN USED IN THIS SPECIFICATION IS INTENDED TO MEAN THAT THE CONDITIONS CITED WILL NOT AFFECT THE ESTABLISHMENT OR LONG TERM STABILITY, HEALTH OR GROWTH OF THE PLANT. THIS SPECIFICATION RECOGNIZES THAT PLANTS ARE NOT FREE OF DEFECTS, AND THAT PLANT CONDITIONS CHANGE WITH TIME. THIS SPECIFICATION ALSO RECOGNIZES THAT SOME DECISIONS CANNOT BE TOTALLY BASED ON MEASURED FINDINGS AND THAT PROFESSION JUDGMENT IS REQUIRED. IN CASES OF DIFFERING OPINION, THE OWNER'S REPRESENTATIVE EXPERT SHALL DETERMINE WHEN CONDITIONS WITHIN THE PLANT ARE JUDGED AS REASONABLE. 3. SHRUB: WOODY PLANTS WITH MATURE HEIGHT APPROXIMATELY LESS THAN 25 FEET. 4. TREE AND PLANT PROTECTION AREA: AREA SURROUNDING INDIVIDUAL TREES, GROUPS OF TREES, SHRUBS, OR OTHER VEGETATION TO BE PROTECTED DURING CONSTRUCTION, AND DEFINED BY A CIRCLE CENTERED ON THE TRUNK WITH EACH TREE WITH A RADIUS EQUAL TO THE CLOWN DRIPLINE UNLESS OTHERWISE INDICATED BY THE OWNER'S REPRESENTATIVE OR THE CONSTRUCTION DRAWINGS. 5. TREE: SINGLE AND MULTI-STEMMED PLANTS, INCLUDING PALMS WITH ANTICIPATED MATURE HEIGHT APPROXIMATELY GREATER THAN 25 FEET OR ANY PLANT IDENTIFIED ON THE PLANS AS A TREE. 1.10 SUBMITTALS A. ARBORIST REPORT 1. PRIOR TO THE START OF CONSTRUCTION, SUBMIT, FOR APPROVAL BY THE OWNER'S REPRESENTATIVE, THE REPORT OF A CONSULTING ARBORIST WHO IS A REGISTERED CONSULTING ARBORIST® (RCA) WITH AMERICAN SOCIETY OF CONSULTING ARBORISTS OR AN ISA BOARD CERTIFIED ARBORIST, WHICH DETAILS THE FOLLOWING INFORMATION FOR ALL TREES TO REMAIN WITHIN THE AREA DESIGNATED ON THE DRAWINGS AS THE TREE AND PLANT PROTECTION AREA. THE REPORT SHALL INCLUDE THE FOLLOWING: a. A DESCRIPTION OF EACH TREE TO REMAIN INDICATING ITS GENUS AND SPECIES, CONDITION INCLUDING ANY VISIBLE DAMAGE TO THE ROOT SYSTEM OR SOIL WITHIN THE ROOT ZONE, TREE DIAMETER AT BREAST HEIGHT (DBH) AND APPROXIMATE HEIGHT AND CANOPY SPREAD, SIZE AND ANY VISIBLE DISEASE, INSECT INFESTATIONS AND OR BRANCH AND TRUNK STRUCTURAL DEFICIENCIES. b. THE REPORT SHALL NOTE ALL TREES OR PARTS OF TREES, WHICH ARE CONSIDERED A HAZARD OR SIGNIFICANT OR EXTREME RISK LEVEL. INCLUDE THE INTERNATIONAL SOCIETY OF ARBORICULTURE HAZARD EVALUATION SHEET FOR EACH TREE, WHICH MAY REASONABLY BE IDENTIFIED AS A POTENTIAL HAZARD TREE. c. RECOMMENDATIONS AS TO TREATMENT OF ALL INSECT, DISEASE AND STRUCTURAL PROBLEMS ENCOUNTERED. d. RECOMMENDATIONS FOR FERTILIZER TREATMENTS, IF ANY. e. A PLAN OF THE SITE SHOWING THE LOCATION OF ALL TREES INCLUDED IN THE REPORT. B. PRODUCT DATA 1. SUBMIT MANUFACTURER PRODUCT DATA AND LITERATURE DESCRIBING ALL PRODUCTS REQUIRED BY THIS SECTION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. PROVIDE SUBMITTAL BEFORE THE START OF ANY WORK AT THE SITE. C. QUALIFICATIONS SUBMITTAL 1. FOR EACH APPLICABLE PERSON EXPECTED TO WORK ON THE PROJECT, PROVIDE COPIES OF THE QUALIFICATIONS AND EXPERIENCE OF THE CONSULTING ARBORIST, PROOF OF EITHER THE REGISTERED CONSULTING ARBORIST® (RCA) WITH AMERICAN SOCIETY OF CONSULTING ARBORISTS OR AN ISA BOARD CERTIFIED MASTER ARBORIST, ANY ISA CERTIED ARBORISTS, AND ANY REQUIRED HERBICIDE/PESTICIDE LICENSE TO THE OWNER'S REPRESENTATIVE, FOR REVIEW PRIOR TO THE START OF WORK. 1.11 OBSERVATION OF THE WORK A. THE OWNER'S REPRESENTATIVE MAY INSPECT THE WORK AT ANY TIME. 1.12 PRE-CONSTRUCTION CONFERENCE A. SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE OWNER'S REPRESENTATIVE AT LEAST SEVEN (7) DAYS BEFORE BEGINNING WORK TO REVIEW ANY QUESTIONS THE CONTRACTOR MAY HAVE REGARDING THE WORK, ADMINISTRATIVE PROCEDURES DURING CONSTRUCTION AND PROJECT WORK SCHEDULE. 1. THE FOLLOWING CONTRACTORS SHALL ATTEND THE PRECONSTRUCTION CONFERENCE: a. GENERAL CONTRACTOR. b. CONSULTING ARBORIST/CERTIFIED ARBORIST c. TREE AND PLANT PROTECTION SUB-CONTRACTOR. d. EARTHWORK SUB-CONTRACTOR. e. ALL SITE UTILITY SUB-CONTRACTORS THAT MAY BE REQUIRED TO DIG OR TRENCH INTO THE SOIL. f. LANDSCAPE SUB-CONTRACTOR. g. IRRIGATION SUB-CONTRACTOR. h. PRIOR TO THIS MEETING, MARK ALL TREES AND PLANTS TO REMAIN AND OR BE REMOVED AS DESCRIBED IN THIS SPECIFICATION FOR REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE. 1.13 QUALITY ASSURANCE A. CONTRACTOR QUALIFICATIONS: 1. ALL PRUNING, BRANCH TIE BACK, TREE REMOVAL, ROOT PRUNING, AND FERTILIZING REQUIRED BY THIS SECTION SHALL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF ISA CERTIFIED ARBORIST. SUBMIT AFOREMENTIONED INDIVIDUAL'S QUALIFICATIONS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE. 2. ALL APPLICATIONS OF PESTICIDE OR HERBICIDE SHALL BE PERFORMED BY A PERSON MAINTAINING A CURRENT STATE LICENSE TO APPLY CHEMICAL PESTICIDES VALID IN THE JURISDICTION OF THE PROJECT. SUBMIT COPIES OF ALL REQUIRED STATE LICENSING CERTIFICATES INCLUDING APPLICABLE CHEMICAL APPLICATOR LICENSES. PART 2 PRODUCTS 2.1 TREE PROTECTION SIGN: A. HEAVY-DUTY PLASTIC LAMINATED OR CORRUGATED PLASTIC SIGNS, 24 INCHES X 36 INCHES, WHITE COLORED BACKGROUND WITH BLACK 2 INCH HIGH OR LARGER LETTERS BLOCK LETTERS. THE SIGNS SHALL BE STAKED ADJACENT TO EXISTING TREEs. THE TREE PROTECTION SIGN SHALL READ “KEEP OUT - TREE AND PLANT PROTECTION AREA” AND OTHER PROJECT INFORMATION AS SHOWN ON DRAWINGS. 2.2 MATTING A. MATTING FOR VEHICLE AND WORK PROTECTION SHALL BE HEAVY DUTY MATTING DESIGNED FOR VEHICLE LOADING OVER TREE ROOTS, ALTURNAMATS AS MANUFACTURED BY ALTURNAMATS, INC. FRANKLIN, PA 16323 OR APPROVED EQUAL. B. SUBMIT SUPPLIERS PRODUCT DATA THAT PRODUCT MEETS THE REQUIREMENTS FOR APPROVAL. 2.3 GEOGRID A. GEOGRID SHALL BE WOVEN POLYESTER FABRIC WITH PVC COATING, UNI-AXIAL OR BIAXIAL GEOGRID, INERT TO BIOLOGICAL DEGRADATION, RESISTANT TO NATURALLY OCCURRING CHEMICALS, ALKALIS, ACIDS. 1. GEOGRID SHALL BE MIRAGRID 2XT AS MANUFACTURED BY TEN CATE NICOLON, NORCROSS, GA. HTTP://WWW.TENCATE.COM OR APPROVED EQUAL. B. SUBMIT SUPPLIERS PRODUCT DATA THAT PRODUCT MEETS THE REQUIREMENTS FOR APPROVAL. 2.4 FILTER FABRIC A. FILTER FABRIC SHALL BE NONWOVEN POLYPROPYLENE FIBERS, INERT TO BIOLOGICAL DEGRADATION AND RESISTANT OF NATURALLY OCCURRING CHEMICALS, ALKALIS AND ACIDS. 1. MIRAFI 135 N AS MANUFACTURED BY TEN CATE NICOLON, NORCROSS, GA. HTTP://WWW.TENCATE.COM OR APPROVED EQUAL. B. SUBMIT SUPPLIERS PRODUCT DATA THAT PRODUCT MEETS THE REQUIREMENTS FOR APPROVAL. PART 3 EXECUTION 3.1 SITE EXAMINATION A. EXAMINE THE SITE, TREE, PLANT AND SOIL CONDITIONS. NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING OF ANY CONDITIONS THAT MAY IMPACT THE SUCCESSFUL TREE AND PLANT PROTECTIONS THAT IS THE INTENT OF THIS SECTION. 3.2 COORDINATION WITH PROJECT WORK A. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER WORK THAT MAY IMPACT THE COMPLETION OF THE WORK. B. PRIOR TO THE START OF WORK, PREPARE A DETAILED SCHEDULE OF THE WORK FOR COORDINATION WITH OTHER TRADES. C. COORDINATE THE RELOCATION OF ANY IRRIGATION LINES CURRENTLY PRESENT ON THE IRRIGATION PLAN, HEADS OR THE CONDUITS OF OTHER UTILITY LINES OR STRUCTURES THAT ARE IN CONFLICT WITH TREE LOCATIONS. TREE ROOTS SHALL NOT BE ALTERED TO FIT AROUND LINES. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICTS ENCOUNTERED. 3.3 TREE AND PLANT PROTECTION AREA: A. THE TREE AND PLANT PROTECTION AREA IS DEFINED AS ALL AREAS INDICATED ON THE TREE PROTECTION PLAN. B. WHERE NO LIMIT OF THE TREE AND PLANT PROTECTION AREA IS DEFINED ON THE DRAWINGS, THE LIMIT SHALL BE THE DRIP LINE (OUTER EDGE OF THE BRANCH CROWN) OF EACH TREE. 3.4 PREPARATION: A. PRIOR TO THE PRECONSTRUCTION MEETING, LAYOUT THE LIMITS OF THE TREE AND PLANT PROTECTION AREA AND THEN ALIGNMENTS OF REQUIRED TREE AND PLANT PROTECTION FENCING AND ROOT PRUNING. OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF THE LIMITS OF THE PROTECTION AREA AND THE ALIGNMENT OF ALL FENCING AND ROOT PRUNING. B. FLAG ALL TREES AND LARGE SHRUBS TO BE REMOVED BY WRAPPING ORANGE PLASTIC RIBBON AROUND THE TRUNK AND OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF ALL TREES AND LARGE SHRUBS TO BE REMOVED PRIOR TO THE START OF TREE AND SHRUB REMOVAL. AFTER APPROVAL, MARK ALL TREES AND SHRUBS TO BE REMOVED WITH ORANGE PAINT IN A BAND COMPLETELY AROUND THE BASE OF THE TREE OR LARGE SHRUB 4.5 FEET ABOVE THE GROUND. C. FLAG ALL TREES AND LARGE SHRUBS TO REMAIN WITH WHITE PLASTIC RIBBON TIED COMPLETELY AROUND THE TRUNK OR EACH TREE AND ON A PROMINENT BRANCH FOR EACH SHRUB. OBTAIN THE OWNER'S REPRESENTATIVE'S APPROVAL OF ALL TREES AND SHRUBS TO REMAIN PRIOR TO THE START OF TREE AND SHRUB REMOVAL. D. PRIOR TO ANY CONSTRUCTION ACTIVITY AT THE SITE INCLUDING UTILITY WORK, GRADING, STORAGE OF MATERIALS, OR INSTALLATION OF TEMPORARY CONSTRUCTION FACILITIES, INSTALL ALL TREE PROTECTION FENCING, FILTER FABRIC, SILT FENCE, TREE PROTECTION SIGNS, GEOGRID, MULCH AND OR WOOD CHIPS AS SHOWN ON THE DRAWINGS. 3.5 SOIL MOISTURE A. VOLUMETRIC SOIL MOISTURE LEVEL, IN ALL SOILS WITHIN THE TREE AND PLANT PROTECTION AREA SHALL BE MAINTAINED ABOVE PERMANENT WILT POINT TO A DEPTH OF AT LEAST 8 INCHES. NO SOIL WORK OR OTHER ACTIVITY SHALL BE PERMITTED WITHIN THE TREE AND PLANT PROTECTION AREA WHEN THE VOLUMETRIC SOIL MOISTURE IS ABOVE FIELD CAPACITY. THE PERMANENT WILT POINT AND FIELD CAPACITY FOR EACH TYPE OF SOIL TEXTURE SHALL BE DEFINED AS FOLLOWS (NUMBERS INDICATE PERCENTAGE VOLUMETRIC SOIL MOISTURE): SOIL TYPE PERMANENT WILT POINT V/V FIELD CAPACITY V/V SAND, LOAMY SAND, SANDY LOAM 5 - 8% 12 - 18% LOAM, SANDY CLAY, SANDY CLAY LOAM 14 - 25% 27 - 36% CLAY LOAM, SILT LOAM 11 - 22% 31 - 36% SILTY CLAY, SILTY CLAY LOAM 22 - 27% 38 - 41% B. VOLUMETRIC SOIL MOISTURE SHALL BE MEASURED WITH A DIGITAL, ELECTRIC CONDUCTIVITY METER. THE METER SHALL BE THE DIGITAL SOIL MOISTURE METER, DSMM500 BY GENERAL SPECIALTY TOOLS AND INSTRUMENTS, OR APPROVED EQUIVALENT METER. C. THE CONTRACTOR SHALL CONFIRM THE SOIL MOISTURE LEVELS WITH A MOISTURE METER. IF THE MOISTURE IS TOO HIGH, SUSPEND OPERATIONS UNTIL THE SOIL MOISTURE DRAINS TO BELOW FIELD CAPACITY. 3.6 ROOT PRUNING: A. FINAL RECOMMENDATIONS ON ANY ROOT PRUNING REQUIREMENTS AND PROCEDURES ARE TO BE DETERMINED BY THE PROJECT ARBORIST AND PROVIDED IN WRITING TO THE OWNER'S REPRESENTATIVE PRIOR TO ANY ROOT PRUNING. B. PRIOR TO ANY EXCAVATING INTO THE EXISTING SOIL GRADE WITHIN 25 FEET OF THE LIMIT OF THE TREE AND PLANT PROTECTION AREA OR TREES TO REMAIN, ROOT PRUNE ALL EXISTING TREES TO A DEPTH OF 24 INCHES BELOW EXISTING GRADE IN ALIGNMENTS FOLLOWING THE EDGES OF THE TREE AND PLANT PROTECTION AREA OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ROOT PRUNING SHALL BE IN CONFORMANCE WITH ANSI A300 (PART 8) LATEST EDITION. 1. USING A ROCK SAW, CHAIN TRENCHER OR SIMILAR TRENCHING DEVICE, MAKE A VERTICAL CUT WITHIN 2 FEET OF THE LIMIT OF GRADING. 2. AFTER COMPLETION OF THE CUT, MAKE CLEAN CUTS WITH A LOPPER, SAW OR PRUNER TO REMOVE ALL TORN ROOT ENDS ON THE TREE SIDE OF THE EXCAVATION, AND BACKFILL THE TRENCH IMMEDIATELY WITH EXISTING SOIL, FILLING ALL VOIDS. 3.7 INSTALLATION OF GEOGRIDS, FILTER FABRIC, MATTING, AND OR AGGREGATE A. INSTALL GEOGRIDS, FILTER FABRIC, MATTING, AND/OR AGGREGATE IN AREAS AND DEPTHS SHOWN ON THE PLANS AND DETAILS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. IN GENERAL IT IS THE INTENT OF THIS SPECIFICATION TO PROVIDE THE FOLLOWING LEVELS OF PROTECTION: 1. AREAS WHERE FOOT TRAFFIC OR STORAGE OF LIGHTWEIGHT MATERIALS IS ANTICIPATED TO BE UNAVOIDABLE PROVIDE A LAYER OF FILTER FABRIC UNDER THE 6 INCHES OF MULCH. 2. AREAS WHERE OCCASIONAL LIGHT VEHICLE TRAFFIC IS ANTICIPATED TO BE UNAVOIDABLE PROVIDE A LAYER OF GEOGRIDS UNDER 8 INCHES OF MULCH. 3. AREAS WHERE HEAVY VEHICLE TRAFFIC IS UNAVOIDABLE PROVIDE A LAYER OF GEOGRIDS UNDER 8 - 12 INCHES OF MULCH AND A LAYER OF MATTING OVER THE MULCH. B. THE OWNER'S REPRESENTATIVE SHALL APPROVE THE APPROPRIATE LEVEL OF PROTECTION. C. IN THE ABOVE REQUIREMENTS, LIGHT VEHICLE IS DEFINED AS A TRACK SKID STEER WITH A GROUND PRESSURE OF 4 PSI OR LIGHTER. A HEAVY VEHICLE IS ANY VEHICLE WITH A TIRE OR TRACK PRESSURE OF GREATER THAN 4 PSI. LIGHTWEIGHT MATERIALS ARE ANY PACKAGED MATERIALS THAT CAN BE PHYSICALLY MOVED BY HAND INTO THE LOCATION. BULK MATERIALS SUCH AS SOIL, OR AGGREGATE SHALL NEVER BE STORED WITHIN THE TREE AND PLANT PROTECTION AREA. 3.8 PROTECTION: A. PROTECT THE TREE AND PLANT PROTECTION AREA AT ALL TIMES FROM COMPACTION OF THE SOIL; DAMAGE OF ANY KIND TO TRUNKS, BARK, BRANCHES, LEAVES AND ROOTS OF ALL PLANTS; AND CONTAMINATION OF THE SOIL, BARK OR LEAVES WITH CONSTRUCTION MATERIALS, DEBRIS, SILT, FUELS, OILS, AND ANY CHEMICALS SUBSTANCE. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY SPILLS, COMPACTION OR DAMAGE AND TAKE CORRECTIVE ACTION IMMEDIATELY USING METHODS APPROVED BY THE OWNER'S REPRESENTATIVE. 3.9 GENERAL REQUIREMENTS AND LIMITATIONS FOR OPERATIONS WITHIN THE TREE AND PLANT PROTECTION AREA: A. THE CONTRACTOR SHALL NOT ENGAGE IN ANY CONSTRUCTION ACTIVITY WITHIN THE TREE AND PLANT PROTECTION AREA WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE INCLUDING: OPERATING, MOVING OR STORING EQUIPMENT; STORING SUPPLIES OR MATERIALS; LOCATING TEMPORARY FACILITIES INCLUDING TRAILERS OR PORTABLE TOILETS AND SHALL NOT PERMIT EMPLOYEES TO TRAVERSE THE AREA TO ACCESS ADJACENT AREAS OF THE PROJECT OR USE THE AREA ANY REASON. PERMITTED ACTIVITY, IF ANY, WITHIN THE TREE AND PLANT PROTECTION AREA MAY BE INDICATED ON THE DRAWINGS ALONG WITH ANY REQUIRED REMEDIAL ACTIVITY AS LISTED BELOW. B. IN THE EVENT THAT CONSTRUCTION/VEHICULAR ACTIVITY IS UNAVOIDABLE WITHIN THE TREE AND PLANT PROTECTION AREA, NOTIFY THE OWNER'S REPRESENTATIVE AND SUBMIT A DETAILED WRITTEN PLAN OF ACTION FOR APPROVAL. THE PLAN SHALL INCLUDE: A STATEMENT DETAILING THE REASON FOR THE ACTIVITY INCLUDING WHY OTHER AREAS ARE NOT SUITED; A DESCRIPTION OF THE PROPOSED ACTIVITY; THE TIME PERIOD FOR THE ACTIVITY, AND A LIST OF REMEDIAL ACTIONS THAT WILL REDUCE THE IMPACT ON THE TREE AND PLANT PROTECTION AREA FROM THE ACTIVITY. TREE PROTECTION FOR THE REMEDIAL ACTIONS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING: 1. IN GENERAL, DEMOLITION AND EXCAVATION WITHIN THE DRIP LINE OF TREES AND SHRUBS SHALL PROCEED WITH EXTREME CARE EITHER BY THE USE OF HAND TOOLS, DIRECTIONAL BORING AND OR AIR KNIFE EXCAVATION WHERE INDICATED OR WITH OTHER LOW IMPACT EQUIPMENT THAT WILL NOT CAUSE DAMAGE TO THE TREE, ROOTS OR SOIL. 2. WHEN ENCOUNTERED, EXPOSED ROOTS, 1 INCHES AND LARGER IN DIAMETER SHALL BE WORKED AROUND IN A MANNER THAT DOES NOT BREAK THE OUTER LAYER OF THE ROOT SURFACE (BARK). THESE ROOTS SHALL BE COVERED IN MULCH AND SHALL BE MAINTAINED ABOVE PERMANENT WILT POINT AT ALL TIMES. ROOTS ONE INCH AND LARGER IN DIAMETER SHALL NOT BE CUT WITHOUT THE APPROVAL OF THE OWNERS REPRESENTATIVE AND PROJECT ARBORIST. EXCAVATION SHALL BE TUNNELED UNDER THESE ROOTS WITHOUT CUTTING THEM. IN THE AREAS WHERE ROOTS ARE ENCOUNTERED, WORK SHALL BE PERFORMED AND SCHEDULED TO CLOSE EXCAVATIONS AS QUICKLY AS POSSIBLE OVER EXPOSED ROOTS. 3. TREE BRANCHES THAT INTERFERE WITH THE CONSTRUCTION MAY BE TIED BACK OR PRUNED TO CLEAR ONLY TO THE POINT NECESSARY TO COMPLETE THE WORK. OTHER BRANCHES SHALL ONLY BE REMOVED WHEN SPECIFICALLY INDICATED BY THE OWNER'S REPRESENTATIVE. TYING BACK OR TRIMMING OF ALL BRANCHES AND THE CUTTING OF ROOTS SHALL BE IN ACCORDANCE WITH ACCEPTED ARBORICULTURAL PRACTICES (ANSI A300, PARTS 1 AND 8) AND BE PERFORMED UNDER SUPERVISION OF THE I.S.A. CERTIFIED ARBORIST. 4. MATTING: INSTALL TEMPORARY MATTING OR AN ADDITIONAL 12 INCH MULCH LAYER OVER THE MULCH SPECIFIED HEREFORD WITHIN THESE SPECIFICATIONS TO THE EXTENT INDICATED. DO NOT PERMIT FOOT TRAFFIC, SCAFFOLDING, VEHICULAR TRAFFIC, OR THE STORAGE OF MATERIALS WITHIN THE TREE AND PLANT PROTECTION AREA TO OCCUR OFF OF THE TEMPORARY MATTING. 5. TRUNK PROTECTION: PROTECT THE TRUNK OF EACH TREE TO REMAIN BY COVERING IT WITH A CLOSED CELL FOAM PAD AND A RING OF 2" x 4" x 4'-0" PLANKS LOOSELY BANDED ONTO THE TREE WITH 3 STEEL BANDS. STAPLE THE BANDS TO THE PLANKS AS NECESSARY TO HOLD THEM SECURELY IN PLACE. TRUNK PROTECTION MUST BY KEPT IN PLACE NO LONGER THAN 12 MONTHS. IF CONSTRUCTION REQUIRES WORK NEAR A PARTICULAR TREE TO CONTINUE LONGER THAN 12 MONTHS, THE STEEL BANDS SHALL BE INSPECTED EVERY SIX MONTHS AND LOOSENED IF THEY ARE FOUND TO HAVE BECOME TIGHT. 6. AIR EXCAVATION TOOL: IF EXCAVATION FOR FOOTINGS OR UTILITIES IS REQUIRED WITHIN THE TREE AND PLANT PROTECTION AREA, AIR EXCAVATION TOOL TECHNIQUES SHALL BE USED WHERE PRACTICAL OR AS DESIGNED ON THE DRAWINGS. a. REMOVE THE MULCH FROM AN AREA APPROXIMATELY 18 INCHES BEYOND THE LIMITS OF THE HOLE OR TRENCH TO BE EXCAVATED. COVER THE MULCH FOR A DISTANCE OF NOT LESS THAN 15 FEET AROUND THE LIMIT OF THE EXCAVATION AREA WITH FILTER FABRIC OR PLASTIC SHEETING TO PROTECT THE MULCH FROM SILT. MOUND THE MULCH SO THAT THE PLASTIC SLOPES TOWARDS THE EXCAVATION. b. USING A SPRINKLER OR SOAKER HOSE, APPLY WATER SLOWLY TO THE AREA OF THE EXCAVATION FOR A PERIOD OF AT LEAST 4 HOURS, APPROXIMATELY 12 HOURS PRIOR TO THE WORK SO THAT THE GROUND WATER LEVEL IS AT OR NEAR FIELD CAPACITY AT THE BEGINNING OF THE WORK. FOR EXCAVATIONS THAT GO BEYOND THE DAMP SOIL, REWET THE SOIL AS NECESSARY TO KEEP SOIL MOISTURE NEAR FIELD CAPACITY. c. USING AN AIR EXCAVATION TOOL SPECIFICALLY DESIGNED AND MANUFACTURED FOR THE INTENDED PURPOSE, AND AT PRESSURES RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT, FRACTURE THE EXISTING SOIL TO THE SHAPE AND THE DEPTHS REQUIRED. WORK AT RATES AND USING TECHNIQUES THAT DO NOT HARM TREE ROOTS. AIR PRESSURE SHALL BE A MAXIMUM OF 90-100 PSI. 1.)THE AIR EXCAVATION TOOL SHALL BE “AIR-SPADE” AS MANUFACTURED BY CONCEPT ENGINEERING GROUP, INC., VERONA, PA (412) 826-8800, OR AIR KNIFE AS MANUFACTURED BY EASY USE AIR TOOLS, INC. ALLISON PARK, PA (866) 328-5723 OR APPROVED EQUAL. d. USING A COMMERCIAL, HIGH-POWERED VACUUM TRUCK IF REQUIRED, REMOVE THE SOIL FROM THE EXCAVATION PRODUCED BY THE AIR KNIFE EXCAVATION. THE VACUUM TRUCK SHOULD GENERALLY OPERATE SIMULTANEOUSLY WITH THE HOSE OPERATOR, SUCH THAT THE SOIL PRODUCED IS PICKED UP FROM THE EXCAVATION HOLE, AND THE EXPOSED ROOTS CAN BE OBSERVED AND NOT DAMAGED BY THE ONGOING OPERATION. DO NOT DRIVE THE VACUUM TRUCK INTO THE TREE AND PLANT PROTECTION AREA UNLESS THE AREA IS PROTECTED FROM COMPACTION AS APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE. e. REMOVE ALL EXCAVATED SOIL AND EXCAVATED MULCH, AND CONTAMINATED SOIL AT THE END OF THE EXCAVATION. f. SCHEDULE THE WORK SO THAT FOUNDATIONS OR UTILITY WORK IS COMPLETED IMMEDIATELY AFTER THE EXCAVATION. DO NOT LET THE ROOTS DRY OUT. MIST THE ROOTS SEVERAL TIMES DURING THE DAY. IF THE EXCAVATED AREA MUST REMAIN OPEN OVER NIGHT, MIST THE ROOTS AND COVER THE EXCAVATION WITH BLACK PLASTIC. g. DISPOSE OF ALL SOIL IN A MANNER THAT MEETS LOCAL LAWS AND REGULATIONS. h. RESTORE SOIL WITHIN THE TRENCH AS SOON AS THE WORK IS COMPLETED. UTILIZE SOIL OF SIMILAR TEXTURE TO THE REMOVED SOIL AND LIGHTLY COMPACT WITH HAND TOOLS. LEAVE SOIL MOUNDED OVER THE TRENCH TO A HEIGHT OF APPROXIMATELY 10% OF THE TRENCH DEPTH TO ACCOUNT FOR SETTLEMENT. i. RESTORE ANY GEOGRIDS, FILTER FABRIC, OR MULCH AND OR MATTING THAT WAS PREVIOUSLY REQUIRED FOR THE AREA. 3.10 TREE REMOVAL: A. REMOVE ALL TREES INDICATED BY THE DRAWINGS AND SPECIFICATIONS, AS REQUIRING REMOVAL, IN A MANNER THAT WILL NOT DAMAGE ADJACENT TREES OR STRUCTURES OR COMPACTS THE SOIL. B. REMOVE TREES THAT ARE ADJACENT TO TREES OR STRUCTURES TO REMAIN, IN SECTIONS, TO LIMIT THE OPPORTUNITY OF DAMAGE TO ADJACENT CROWNS, TRUNKS, GROUND PLANE ELEMENTS AND STRUCTURES. C. DO NOT DROP TREES WITH A SINGLE CUT UNLESS THE TREE WILL FALL IN AN AREA NOT INCLUDED IN THE TREE AND PLANT PROTECTION AREA. NO TREE TO BE REMOVED WITHIN 50 FEET OF THE TREE AND PLANT PROTECTION AREA SHALL BE PUSHED OVER OR UP-ROOTED USING A PIECE OF GRADING EQUIPMENT. D. PROTECT ADJACENT PAVING, SOIL, TREES, SHRUBS, GROUND COVER PLANTINGS AND UNDERSTORY PLANTS TO REMAIN FROM DAMAGE DURING ALL TREE REMOVAL OPERATIONS, AND FROM CONSTRUCTION OPERATIONS. PROTECTION SHALL INCLUDE THE ROOT SYSTEM, TRUNK, LIMBS, AND CROWN FROM BREAKAGE OR SCARRING, AND THE SOIL FROM COMPACTION. E. REMOVE STUMPS AND IMMEDIATE ROOT PLATE FROM EXISTING TREES TO BE REMOVED. GRIND TRUNK BASES AND LARGE BUTTRESS ROOTS TO A DEPTH OF THE LARGEST BUTTRESS ROOT OR AT LEAST 18 INCHES BELOW THE TOP MOST ROOTS WHICH EVER IS LESS AND OVER THE AREA OF THREE TIMES THE DIAMETER OF THE TRUNK (DBH). 1. FOR TREES WHERE THE STUMP WILL FALL UNDER NEW PAVED AREAS, GRIND ROOTS TO A TOTAL DEPTH OF 18 INCHES BELOW THE EXISTING GRADE. IF THE SIDES OF THE STUMP HOLE STILL HAVE GREATER THAN APPROXIMATELY 20% WOOD VISIBLE, CONTINUE GRINDING OPERATION DEEPER AND OR WIDER UNTIL THE RESULTING HOLE HAS LESS THAN 20% WOOD. REMOVE ALL WOOD CHIPS PRODUCED BY THE GRINDING OPERATION AND BACK FILL IN 8 INCH LAYERS WITH CONTROLLED FILL OF A QUALITY ACCEPTABLE TO THE SITE ENGINEER FOR FILL MATERIAL UNDER STRUCTURES, COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY STANDARD PROCTOR. THE OWNER'S REPRESENTATIVE SHALL APPROVE EACH HOLE AT THE END OF THE GRINDING OPERATION. 2. IN AREAS WHERE THE TREE LOCATION IS TO BE A PLANTING BED OR LAWN, REMOVE ALL WOODCHIPS AND BACKFILL STUMP HOLES WITH PLANTING SOIL AS DEFINED IN THE SOIL MANAGEMENT SPECIFICATIONS, IN MAXIMUM OF 12 INCH LAYERS AND COMPACT TO 80 - 85% OF THE MAXIMUM DRY DENSITY STANDARD PROCTOR. 3.11 PRUNING: A. WITHIN SIX MONTHS OF THE ESTIMATED DATE OF SUBSTANTIAL COMPLETION, PRUNE ALL DEAD OR HAZARDOUS BRANCHES LARGER THAN 2 INCH IN DIAMETER FROM ALL TREES TO REMAIN. B. IMPLEMENT ALL PRUNING RECOMMENDATIONS FOUND IN THE ARBORIST REPORT. C. PRUNE ANY LOW, HANGING BRANCHES AND VINES FROM EXISTING TREES AND SHRUBS THAT OVERHANG WALKS, STREETS AND DRIVES, OR PARKING AREAS AS FOLLOWS: 1. WALKS - WITHIN 8 FEET VERTICALLY OF THE PROPOSED WALK ELEVATION. 2. PARKING AREAS - WITHIN 12 FEET VERTICALLY OF THE PROPOSED PARKING SURFACE ELEVATION. 3. STREETS AND DRIVES - WITHIN 14 FEET VERTICALLY OF THE PROPOSED DRIVING SURFACE ELEVATION. D. ALL PRUNING SHALL BE DONE IN ACCORDANCE WITH ANSI A300 (PART 1 - PRUNING), ISA BMP: TREE PRUNING AND THE "STRUCTURAL PRUNING: A GUIDE FOR THE GREEN INDUSTRY." E. PERFORM OTHER PRUNING TASK AS INDICATED ON THE DRAWINGS OR REQUESTED BY THE OWNER'S REPRESENTATIVE. F. WHERE TREE SPECIFIC DISEASE VECTORS REQUIRE, STERILIZE ALL PRUNING TOOLS BETWEEN THE WORK IN INDIVIDUAL TREES. 3.12 WATERING A. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO ENSURE THAT ADEQUATE WATER IS PROVIDED TO ALL PLANTS AND TREES TO BE PRESERVED DURING THE ENTIRE CONSTRUCTION PERIOD. ADEQUATE WATER IS DEFINED TO BE MAINTAINING SOIL MOISTURE ABOVE THE PERMANENT WILT POINT TO A DEPTH OF 8 INCHES OR GREATER. B. THE CONTRACTOR SHALL ADJUST THE AUTOMATIC IRRIGATION SYSTEM, IF AVAILABLE, AND APPLY ADDITIONAL WATER, USING HOSES OR WATER TANKS AS REQUIRED. C. PERIODICALLY TEST THE MOISTURE CONTENT IN THE SOIL WITHIN THE ROOT ZONE TO DETERMINE THE WATER CONTENT. 3.13 WEED REMOVAL A. DURING THE CONSTRUCTION PERIOD, CONTROL ANY PLANTS THAT SEED IN AND AROUND THE FENCED TREE AND PLANT PROTECTION AREA AT LEAST THREE TIMES A YEAR. 1. ALL PLANTS THAT ARE NOT SHOWN ON THE PLANTING PLAN OR ON THE TREE AND PLANT PROTECTION PLAN TO REMAIN SHALL BE CONSIDERED AS WEEDS. B. AT THE END OF THE CONSTRUCTION PERIOD PROVIDE ONE FINAL WEEDING OF THE TREE AND PLANT PROTECTION AREA. 3.14 INSECT AND DISEASE CONTROLLER A. MONITOR ALL PLANTS TO REMAIN FOR DISEASE AND INSECT INFESTATIONS DURING THE ENTIRE CONSTRUCTION PERIOD. PROVIDE ALL DISEASE AND INSECT CONTROL REQUIRED TO KEEP THE PLANTS IN A HEALTHY STATE USING THE PRINCIPLES OF INTEGRATED PEST MANAGEMENT (IPM). ALL PESTICIDES SHALL BE APPLIED BY A CERTIFIED PESTICIDE APPLICATOR. 3.15 CLEAN-UP A. DURING TREE AND PLANT PROTECTION WORK, KEEP THE SITE FREE OF TRASH, PAVEMENTS REASONABLY CLEAN AND WORK AREA IN AN ORDERLY CONDITION AT THE END OF EACH DAY. REMOVE TRASH AND DEBRIS IN CONTAINERS FROM THE SITE NO LESS THAN ONCE A WEEK. 1. IMMEDIATELY CLEAN UP ANY SPILLED OR TRACKED SOIL, FUEL, OIL, TRASH OR DEBRIS DEPOSITED BY THE CONTRACTOR FROM ALL SURFACES WITHIN THE PROJECT OR ON PUBLIC RIGHT OF WAYS AND NEIGHBORING PROPERTY. B. ONCE TREE PROTECTION WORK IS COMPLETE, WASH ALL SOIL FROM PAVEMENTS AND OTHER STRUCTURES. ENSURE THAT MULCH IS CONFINED TO PLANTING BEDS. C. MAKE ALL REPAIRS TO GRADES, RUTS, AND DAMAGE TO THE WORK OR OTHER WORK AT THE SITE. D. REMOVE AND DISPOSE OF ALL EXCESS MULCH, WOOD CHIPS, PACKAGING, AND OTHER MATERIAL BROUGHT TO THE SITE BY THE CONTRACTOR. 3.16 REMOVAL OF TREE AND PLANT PROTECTION A. AT THE END OF THE CONSTRUCTION PERIOD OR WHEN REQUESTED BY THE OWNER'S REPRESENTATIVE REMOVE ALL FENCING, GEOGRIDS AND FILTER FABRIC, TRUNK PROTECTION AND OR ANY OTHER TREE AND PLANT PROTECTION MATERIAL. 3.17 DAMAGE OR LOSS TO EXISTING PLANTS TO REMAIN A. ANY TREES OR PLANTS DESIGNATED TO REMAIN AND WHICH ARE DAMAGED BY THE CONTRACTOR SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT THEIR OWN EXPENSE. TREES SHALL BE REPLACED WITH A TREE OF SIMILAR SPECIES AND 3 INCH CALIPER. SHRUBS SHALL BE REPLACED WITH A PLANT OF SIMILAR SPECIES AND EQUAL SIZE OR THE LARGEST SIZE PLANTS REASONABLY AVAILABLE WHICH EVER IS LESS. WHERE REPLACEMENT PLANTS ARE TO BE LESS THAN THE SIZE OF THE PLANT THAT IS DAMAGED, THE OWNER'S REPRESENTATIVE SHALL APPROVE THE SIZE AND QUALITY OF THE REPLACEMENT PLANT. 1. ALL TREES AND PLANTS SHALL BE INSTALLED PER THE REQUIREMENTS OF PLANTING SPECIFICATIONS. B. PLANTS THAT ARE DAMAGED SHALL BE CONSIDERED AS REQUIRING REPLACEMENT OR APPRAISAL IN THE EVENT THAT THE DAMAGE AFFECTS MORE THAN 25% OF THE CROWN, 25% OF THE TRUNK CIRCUMFERENCE, OR ROOT PROTECTION AREA, OR THE TREE IS DAMAGED IN SUCH A MANNER THAT THE TREE COULD DEVELOP INTO A POTENTIAL HAZARD. TREES AND SHRUBS TO BE REPLACED SHALL BE REMOVED BY THE CONTRACTOR AT HIS OWN EXPENSE. 1. THE OWNER'S REPRESENTATIVE MAY ENGAGE AN INDEPENDENT CONSULTING ARBORIST TO ASSESS ANY TREE OR PLANT THAT APPEARS TO HAVE BEEN DAMAGED TO DETERMINE THEIR HEALTH OR CONDITION. 2. CONTRACTOR SHALL PAY ALL FINES AND MITIGATION COSTS ASSOCIATED WITH LOSS OF PROTECTED TREES DAMAGED BY CONTRACTOR'S FORCES. C. ANY TREE THAT IS DETERMINED TO BE DEAD, DAMAGED OR POTENTIALLY HAZARDOUS BY THE OWNER'S ARBORIST AND UPON THE REQUEST OF THE OWNER'S REPRESENTATIVE SHALL BE IMMEDIATELY REMOVED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. TREE REMOVAL SHALL INCLUDE ALL CLEAN UP OF ALL WOOD PARTS AND GRINDING OF THE STUMP TO A DEPTH SUFFICIENT TO PLANT THE REPLACEMENT TREE OR PLANT, REMOVAL OF ALL CHIPS FROM THE STUMP SITE AND FILLING THE RESULTING HOLE WITH TOPSOIL. D. ANY REMEDIAL WORK ON DAMAGED EXISTING PLANTS RECOMMENDED BY THE CONSULTING ARBORIST SHALL BE COMPLETED BY THE CONTRACTOR AT NO COST TO THE OWNER. REMEDIAL WORK SHALL INCLUDE BUT IS NOT LIMITED TO: SOIL COMPACTION REMEDIATION AND VERTICAL MULCHING, PRUNING AND OR CABLING, INSECT AND DISEASE CONTROL INCLUDING INJECTIONS, COMPENSATORY WATERING, ADDITIONAL MULCHING, AND COULD INCLUDE APPLICATION TREE GROWTH REGULATORS (TGR). E. REMEDIAL WORK MAY EXTEND UP TO TWO YEARS FOLLOWING THE COMPLETION OF CONSTRUCTION TO ALLOW FOR ANY REQUIREMENTS OF MULTIPLE APPLICATIONS OR THE NEED TO UNDERTAKE APPLICATIONS AT REQUIRED SEASONS OF THE YEAR. END OF SECTION 015639 TR E E P R E S E R V A T I O N SP E C S 6510 18 09/15/2026 Item 1. CROWN DRIP LINE OR OTHER LIMIT OF TREE AND PLANT PROTECTION AREA SEE TREE PROTECTION PLAN FOR FENCE ALIGNMENT MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. MULCH LAYER 2' - 3 ' M I N . RE F . P L A N S REF. PLANS FOR LOCATION OF BORING START/END POINT (OPEN TRENCH SECTION)CONTRACTOR TO BORE UNDER THE CROWN DRIPLINE OF THE TREE. DO NOT BORE DIRECTLY UNDER THE TRUNK OF THE TREE. REF. PLANS FOR OFFSET DIMENSION FROM TREE TRUNK AND LENGTH OF BORE TREE PROTECTION FENCE TREE PROTECTION SIGN ROOT PRUNING TRENCH(TYP., REF. TREE AND PLANT PROTECTION SPECIFICATIONS)6" (TYP.) NOTES: 1. REF. DETAIL A THIS SHEET FOR TREE PROTECTION FENCE INSTALLATION. 2. REF. TREE AND PLANT PROTECTION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. TREE PROTECTION - UTILITY BORING UNDER CROWN DRIPLINE BScale: NTS TRUNK PROTECTION, REF. DETAIL D THIS SHEET CROWN DRIP LINE OR OTHER LIMIT OF TREE AND PLANT PROTECTION AREA SEE TREE PROTECTION PLAN FOR FENCE LAYOUT MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS TREE PROTECTION FENCE AND POSTS (REF. TREE AND PLANT PROTECTION SPECIFICATIONS) 5" THICK LAYER OF MULCH. DO NOT MULCH AREA WITHIN 6" TO 12" OF TREE TRUNK (REF. TREE AND PLANT PROTECTION SPECIFICATIONS) TREE PROTECTION SIGN SPACED EVERY 50' O.C. MINIMUM ALONG THE FENCE (REF. ENLARGEMENT) ROOT PRUNING TRENCH (TYP., REF. TREE AND PLANT PROTECTION SPECIFICATIONS) 8'-0" (TYP.) 6" (TYP.) NOTES: 1. SEE TREE AND PLANT PROTECTION SPECIFICATIONS FOR WATERING AND OTHER ADDITIONAL REQUIREMENTS. 2. ALL TREE AND ROOT PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF AN I.S.A. CERTIFIED ARBORIST. ARBORIST SHALL MAKE ALL FINAL ROOT PRUNING RECOMMENDATIONS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PRUNING OPERATIONS. 3. NO EQUIPMENT SHALL OPERATE INSIDE THE TREE PROTECTION FENCE INCLUDING DURING FENCE INSTALLATION AND REMOVAL. 4. TREE PROTECTION FENCE LAYOUT AND INSTALLATION TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION ACTIVITY. TYPICAL TREE PROTECTION FENCING AScale: NTS KEEP OUT TREE PROTECTION AREA NO ENTRY PROJECT ARBORISTPHONE # GENERAL CONTRACTORPHONE # xNO HEAVYEQUIPMENTxNO PARKING xNO STORAGExNO DUMPINGxNO GRADING 24 " 36" TREE PROTECTION SIGN ENLARGEMENT ZONA DE PROTECCION PARA ARBOLES NO ENTRE xNO EQUIPAMIENTO PESADOxNO ESTACIONAR xNO ALMACENAJExPROHIBIDO TRIAR BASURAxNO EXCAVAR ARBORISTA DEL PROYECTOTELEFONO # CONTRATISTA GENERALTELEFONO # NOTE: CONTRACTOR TO PROVIDE PHONE NUMBER INFORMATION CROWN DRIPLINE 5 - 12" THICK LAYER OF MULCH ON CONSTRUCTION ACCESS ROAD; 5" THICK LAYER INSIDE TREE PROTECTION AREA (REF. TREE AND PLANT PROTECTION SPECIFICATIONS). CONSTRUCTION ACCESS ROADTREE PROTECTION FENCE NOTES: 1. REF. DETAIL A THIS SHEET FOR TREE PROTECTION FENCE INSTALLATION. 2. REF. TREE AND PLANT PROTECTION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3. OWNER'S REPRESENTATIVE TO APPROVE ANY CANOPY THINNING AND/OR CANOPY RAISING PRUNING TO ALLOW FOR CONSTRUCTION ACCESS ROAD USE PRIOR TO CONSTRUCTION ACTIVITIES. 4. PRIOR TO INSTALLATION OF ANY CONSTRUCTION ACCESS ROAD, COORDINATE WITH OWNER'S REPRESENTATIVE FOR FINAL APPROVAL OF ROAD LOCATION. ALL ADJUSTED TREE PROTECTION MEASURES MUST BE IN PLACE AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO USE OF ROAD. ROOT PRUNING TRENCH (TYP. REF. TREE AND PLANT PROTECTION SPECIFICATIONS)6" (TYP.) TREE PROTECTION SIGN FINAL APPROVAL OF ANY ROOT PRUNING AND MULCH LAYER THICKNESS IN THIS ZONE TO BE FIELD VERIFIED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO OPENING CONSTRUCTION ACCESS ROAD. MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. TREE PROTECTION - CONSTRUCTION ACCESS ROAD CScale: NTS MATTING IF ROAD USE REQUIRES (REF. TREE AND PLANT PROTECTION SPECIFICATIONS). TREE AND PLANT PROTECTION SEE TREE PRTOTECTION PLAN FOR FENCE LAYOUT FILTER FABRIC OR GEOGRID, IF LOAD USE REQUIRES. REF TREE AND PLANT PROTECTION SPECIFICATIONS EXISTING SIDEWALK OR SIMILAR EQUIPMENT BACKHOE, TRACKHOE DEMOLITION SEQUENCE 1. PERFORM ANY ROOT PRUNING. 2. INSTALL TREE PROTECTION FENCING 3. CAREFULLY REMOVE SIDEWALK AND BASE MATERIAL, COORDINATE ALL DEMOLITION OPERATIONS AROUND PROTECTED TREES WITH ENGINEER AND PROJECT ARBORIST. SITE DEMOLITION AREA TREE PROTECTION AREA ROOT PRUNING TRENCH(TYP.) REF. TREE PROTECTION PLANS AND TREE AND PLANT PROTECTION SPECIFICATIONS ONLY REMOVE SEVERED ROOTS IF REQUIRED FOR NEW CONSTRUCTION PROTECTED TREE ROOTS TREE PROTECTION FENCE (REF. DETAIL A THIS SHEET) SIDEWALK DEMOLITION AROUND EXISTING TREE ROOTS EScale: NTS NOTES: 1. PRIOR TO DEMOLITION ACTIVITIES, COORDINATE WITH OWNER'S REPRESENTATIVE. 2. ALL TREE PROTECTION MEASURES MUST BE IN PLACE AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO DEMOLITION ACTIVITIES. 3. OWNER'S REPRESENTATIVE TO APPROVE ANY CANOPY THINNING AND/OR CANOPY RAISING PRUNING TO ALLOW FOR DEMOLITION ACTIVITIES PRIOR TO CONSTRUCTION. EXISTING CURB AND GUTTER ROOTS TREE DEMOLITION SEQUENCE: 1. PERFORM ANY ROOT PRUNING. 2. INSTALL TREE PROTECTION FENCING 3. BREAK OR CUT 6' SECTIONS OF CURB. 4. CAREFULLY ROTATE CURB SECTIONS AWAY FROM ROOTS. 5. COORDINATE ALL DEMOLITION OPERATIONS AROUND PROTECTED TREES WITH ENGINEER AND PROJECT ARBORIST. PLAN VIEW SITE DEMOLITION AREA TREE PROTECTION AREA PROTECTED TREE ROOTS ROOT PRUNING TRENCH(TYP.) REF. TREE PROTECTION PLANS AND TREE AND PLANT PROTECTION SPECIFICATIONS TREE PROTECTION FENCE REF. DETAIL A THIS SHEET BACKHOE, TRACKHOE OR SIMILAR EQUIPMENT CURB DEMOLITION AROUND EXISTING TREE ROOTS FScale: NTS NOTES: 1. PRIOR TO DEMOLITION ACTIVITIES, COORDINATE WITH OWNER'S REPRESENTATIVE. 2. ALL TREE PROTECTION MEASURES MUST BE IN PLACE AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO DEMOLITION ACTIVITIES. 3. OWNER'S REPRESENTATIVE TO APPROVE ANY CANOPY THINNING AND/OR CANOPY RAISING PRUNING TO ALLOW FOR DEMOLITION ACTIVITIES PRIOR TO CONSTRUCTION. ROTATE CURB AWAY FROM TREE NOTES: 1. REF. TREE AND PLANT PROTECTION SPECIFICATIONS FOR ADDITIONAL INFORMATION. 4'- 0 " 6" VA R I E S B A S E D ON R O O T F L A R E TRUNK PROTECTION DScale: NTS CLOSED CELL FOAM PAD 2" x 4" WOODEN PLANKS STEEL STRAPS STAPLED TO PLANKS 6" SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 TR E E P R E S E R V A T I O N DE T A I L S 6511 19 09/15/2026 Item 1. STORE #06078 WYLIE, TX BUILDING PROTO: 41 EXISTING S.F.: 42,276 PROPOSED S.F.: 42,276 EXISTING FFE: 572.00 MCMILLEN ROAD MC C R E A R Y R O A D STORE #06078 WYLIE, TX BUILDING PROTO: 41 EXISTING S.F.: 42,276 PROPOSED S.F.: 42,276 EXISTING FFE: 572.00 MCMILLEN ROAD MC C R E A R Y R O A D OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E T T D D D D D S S NO PARKING NOPARKING NO PARKING NO PARKING NOPARKINGNOPARKING sE sE LVSBMVT C C FH C C C C CC CC C C HFHHFHFH SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE REMARKS TREES QH 1 QUERCUS MUEHLENBERGII / CHINKAPIN OAK 3" CAL, 14` HT, 6` SPR FULL, STRAIGHT, SINGLE LEADER UC 2 ULMUS CRASSIFOLIA / CEDAR ELM 3" CAL, 14` HT, 6` SPR FULL, STRAIGHT, SINGLE LEADER UP 1 ULMUS PARVIFOLIA / LACEBARK ELM 3" CAL, 14` HT, 6` SPR FULL, STRAIGHT, SINGLE LEADER SHRUBS HES 33 HESPERALOE PARVIFLORA / RED YUCCA 24" HT, 24" SPR, 36" OC FULL AND MATCHING IXH 25 ILEX X `NELLIE R. STEVENS` / NELLIE R. STEVENS HOLLY 72" HT, 36" SPR, 48" OC FULL AND MATCHING MYR 20 MYRICA PUSILLA / DWARF WAX MYRTLE 24" HT, 18" SPR, 36" OC FULL AND MATCHING GROUND COVERS SOD 2,188 SF CYNODON DACTYLON / COMMON BERMUDA GRASS N/A SOLID SOD, ROLLED TIGHT, WITH SAND FILLED JOINTS. 100% WEED, DISEASE, AND PEST FREE. MULCH 2,673 SF SHREDDED HARDWOOD MULCH -4" DEPTH, REF. DETAILS AND SPECIFICATIONS PLANT SCHEDULE STEEL EDGING STEEL EDGING 3/16" X 4" BLACK282 LF N/A SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 OV E R A L L L A N D S C A P E PL A N 6600 SCALE: 1" = 30'NORTH CAUTION!! Know what's CAUTION!! LANDSCAPE NOTES: 1. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. SEE 2900 SPECIFICATION. 2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 3. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST. 4. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED. 5. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 7. ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN THE 02900 SPEC. 12. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 14. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 15. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 16. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD MULCH OR MINERAL MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A MINIMUM DEPTH OF FOUR INCHES. 17. REFER TO WALMART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 18. WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED. 19. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 20. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE. 21. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. 22. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN. 23. ALL INVASIVE / EXOTIC SPECIES AND PROHIBITED TREE SPECIES SHALL BE REMOVED FROM SITE, INCLUDING ROOT BALLS TO THE EXTENT POSSIBLE WITH NO DAMAGE TO ADJACENT EXISTING TREES. 24. EXISTING TREES TO BE CORRECTIVELY PRUNED BY A CERTIFIED ARBORIST WITH THE DIRECTION OF THE LANDSCAPE ARCHITECT. NOTE: PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF A DISCREPANCY, THE DRAWING SHALL TAKE PRECEDENCE. NOTE: PLANTS ARE SPECIFIED BY HEIGHT AND SPREAD, NOT CONTAINER SIZE. ALL PLANTINGS ARE EXPECTED TO MEET ALL SPECIFICATIONS PROVIDED. 6602 6601 20 09/15/2026 Item 1. LVSB MVT C C C C UC 1 IXH 18 EXISTING TREE TO REMAIN (TYP.) SOD TO LIMITS OF DISTURBANCE (TYP.) SHREDDED HARDWOOD MULCH (TYP.) STEEL EDGE (TYP.) PROPERTY LINE (TYP.) SHREDDED HARDWOOD MULCH (TYP.) STEEL EDGE (TYP.) SHREDDED HARDWOOD MULCH (TYP.) STEEL EDGE (TYP.) SOD (TYP.) SOD TO LIMITS OF DISTURBANCE STEEL EDGE (TYP.) SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE REMARKS TREES QH 1 QUERCUS MUEHLENBERGII / CHINKAPIN OAK 3" CAL, 14` HT, 6` SPR FULL, STRAIGHT, SINGLE LEADER UC 2 ULMUS CRASSIFOLIA / CEDAR ELM 3" CAL, 14` HT, 6` SPR FULL, STRAIGHT, SINGLE LEADER UP 1 ULMUS PARVIFOLIA / LACEBARK ELM 3" CAL, 14` HT, 6` SPR FULL, STRAIGHT, SINGLE LEADER SHRUBS HES 33 HESPERALOE PARVIFLORA / RED YUCCA 24" HT, 24" SPR, 36" OC FULL AND MATCHING IXH 25 ILEX X `NELLIE R. STEVENS` / NELLIE R. STEVENS HOLLY 72" HT, 36" SPR, 48" OC FULL AND MATCHING MYR 20 MYRICA PUSILLA / DWARF WAX MYRTLE 24" HT, 18" SPR, 36" OC FULL AND MATCHING GROUND COVERS SOD 2,188 SF CYNODON DACTYLON / COMMON BERMUDA GRASS N/A SOLID SOD, ROLLED TIGHT, WITH SAND FILLED JOINTS. 100% WEED, DISEASE, AND PEST FREE. MULCH 2,673 SF SHREDDED HARDWOOD MULCH -4" DEPTH, REF. DETAILS AND SPECIFICATIONS PLANT SCHEDULE STEEL EDGING STEEL EDGING 3/16" X 4" BLACK282 LF N/A SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 SCALE: 1" = 10'NORTH CAUTION!! Know what's CAUTION!!LA N D S C A P E P L A N EN L A R G E M E N T 6601 NOTE: PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF A DISCREPANCY, THE DRAWING SHALL TAKE PRECEDENCE. NOTE: PLANTS ARE SPECIFIED BY HEIGHT AND SPREAD, NOT CONTAINER SIZE. ALL PLANTINGS ARE EXPECTED TO MEET ALL SPECIFICATIONS PROVIDED. 21 09/15/2026 Item 1. T T D FHHFHHFH UP 1 UC 1 QH 1 HES 5 MYR 6 HES 12 HES 10 MYR 5 MYR 9 IXH 7 HES 6 EXISTING SOD TO REMAIN (TYP.) SOD (TYP.) SOD TO LIMITS OF DISTURBANCE (TYP.) SHREDDED HARDWOOD MULCH (TYP.) STEEL EDGE(TYP.) PROPERTY LINE (TYP.) EXISTING TREE TO REMAIN(TYP.) SOD (TYP.) SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE REMARKS TREES QH 1 QUERCUS MUEHLENBERGII / CHINKAPIN OAK 3" CAL, 14` HT, 6` SPR FULL, STRAIGHT, SINGLE LEADER UC 2 ULMUS CRASSIFOLIA / CEDAR ELM 3" CAL, 14` HT, 6` SPR FULL, STRAIGHT, SINGLE LEADER UP 1 ULMUS PARVIFOLIA / LACEBARK ELM 3" CAL, 14` HT, 6` SPR FULL, STRAIGHT, SINGLE LEADER SHRUBS HES 33 HESPERALOE PARVIFLORA / RED YUCCA 24" HT, 24" SPR, 36" OC FULL AND MATCHING IXH 25 ILEX X `NELLIE R. STEVENS` / NELLIE R. STEVENS HOLLY 72" HT, 36" SPR, 48" OC FULL AND MATCHING MYR 20 MYRICA PUSILLA / DWARF WAX MYRTLE 24" HT, 18" SPR, 36" OC FULL AND MATCHING GROUND COVERS SOD 2,188 SF CYNODON DACTYLON / COMMON BERMUDA GRASS N/A SOLID SOD, ROLLED TIGHT, WITH SAND FILLED JOINTS. 100% WEED, DISEASE, AND PEST FREE. MULCH 2,673 SF SHREDDED HARDWOOD MULCH -4" DEPTH, REF. DETAILS AND SPECIFICATIONS PLANT SCHEDULE STEEL EDGING STEEL EDGING 3/16" X 4" BLACK282 LF N/A SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 NORTH CAUTION!! Know what's CAUTION!!LA N D S C A P E P L A N EN L A R G E M E N T 6602 SCALE: 1" = 10' NOTE: PLANT QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF A DISCREPANCY, THE DRAWING SHALL TAKE PRECEDENCE. NOTE: PLANTS ARE SPECIFIED BY HEIGHT AND SPREAD, NOT CONTAINER SIZE. ALL PLANTINGS ARE EXPECTED TO MEET ALL SPECIFICATIONS PROVIDED. 22 09/15/2026 Item 1. 1-800-DIG-TESSDIG TESS (@ least 72 hours prior to digging) CAUTION!! NTS SMALL TREE PLANTING (14' OR LESS) NTS LARGE TREE PLANTING (14' OR GREATER) NTS MULTI-TRUNK TREE PLANTING NTS TREE PLANTING ON SLOPE PLAN SECTION NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. 1. TREE WRAP. 2.Tree Frog® RBK40ptFOR UP TO 4" TREE CALIPER ORTree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. 3. 4" MINIMUM OF HARDWOOD MULCH COMPACTED OR AS SPECIFIED. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. FINISHED GRADE (SEE GRADING PLAN). 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL. 1/2 DIAMETER OF ROOT BALL TYP. 6" TY P . TREE STAKING MULCH/ TOPSOIL BACKFILL 1 2 3 4 5 6 7 8 9 10 ROOTBALL AND TRUNK SECTION NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. 1. TREE WRAP. 2.Tree Frog® RBK40ptFOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. 3. 4" MINIMUM OF HARDWOOD MULCH COMPACTED OR AS SPECIFIED. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. FINISHED GRADE (SEE GRADING PLAN). 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL. 6" TY P . 12" TYP. 1 2 3 4 5 6 7 8 9 10 PLAN TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK 1. 4" MINIMUM OF HARDWOOD MULCH COMPACTED OR AS SPECIFIED. 2.Tree Frog® RBK40ptFOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60ptFOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. 3. BACKFILL WITH TOPSOIL IN ACCORDANCE WITH THE PLANTING SPECIFICATIONS. 4. TOP OF ROOT BALL MIN. 1" ABOVE FINISHED GRADE. 5. B&B OR CONTAINED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 6. PREPARE PLANTING SOIL AS SPECIFIED. 7. ROOT BALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 8. UNDISTURBED SUBSOIL. 9. 3" HIGH SOIL BERM TO HOLD WATER. 10. TREE WRAP. 11. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. PLAN SECTION NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. 12" TYP. 6" TY P . 1 2 3 11 5 6 7 8 4 10 9 TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK 1. BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN.) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF ROOT BALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2. 4" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. 3. DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOT BALL-ROUGHEN SIDES OF TREE PIT. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. TOPSOIL MIX BACKFILL. 6. TREE WRAP. 7. 4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 8. ROOT BALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9. UNDISTURBED SUBSOIL. 10. PREPARE PLANTING SOIL AS SPECIFIED. 11.Tree Frog® RBK40ptFOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. PLAN SECTION NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E. BRANCHING HEIGHT TO A.A.N. STANDARDS OV E R A L L H E I G H T ( O . H . ) CL E A R T R U N K ( C . T . ) HE I G H T 12" TYP. 1 2 3 4 5 8 9 10 117 6 TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK Tree Frog Environmental Products® (formerly Arborguy®) RBK40pt/RBK60pt STAKING DETAIL MIXED SOIL AS SPECIFIED ARROWHEAD ANCHOR (4X) 3/4"X70" STRAPPING (1,800 LB TENSILE STRENGTH) 32" 2x6 BOARD W/STRAPPING TEMPORARY SAUCER FINISH GRADE EXISTING SUBSOIL Tree Frog® RBK40pt DIAGRAM 1" STAPLE GUIDES 2 PER BOARD NOTE:- FOR UP TO 4" CALIPER TREES-ANCHORS ARE TO BE DRIVEN TO DEEPEST POSSIBLE DEPTH ACCORDING TO SOIL TYPE Tree Frog® RBK40pt PLAN VIEW (4X) 3/4"X70" STRAPPING (1,800 LB TENSILE STRENGTH) FOR UP TO 4" CALIPER TREES (2) Tree Frog EPTM 32"X2"X6" WOOD BOARDS (4) 3/4"X70" STRAPPING (1,800 LB. TENSIBLE STRENGTH) (4) ARROWHEAD *ANCHORS Tree Frog® RBK40pt SYSTEM 4" CALIPER TREE ROOTBALL 32" 2x6 BOARD W/STRAPPING ARROWHEAD ANCHOR SEE PAGE 2 FOR INSTALLING ROOT BALL TREE STAKING KIT WITH BANDING MACHINE. SEE PAGE 3 FOR INSTALLING ROOT BALL TREE STAKING KIT WITH RATCHET. SPECIFY ANCHOR 1. BIODEGRADABLE (SOFT OR HARD SOIL) 2. NYLON (SOFT SOIL) 3. HEAVY DUTY (HARD SOIL) Tree Frog® RBK INSTALLATION NOTES Tree Frog® RBK60pt DIAGRAMTree Frog® RBK60pt PLAN VIEW (8X) 3/4"X70" STRAPPING (1,800 LB TENSILE STRENGTH) FOR UP TO 6" CALIPER TREES (4) Tree Frog EPTM 32"X2"X6" WOOD BOARDS (8) 3/4"X70" STRAPPING (1,800 LB. TENSIBLE STRENGTH) (8) ARROWHEAD *ANCHORS Tree Frog® RBK60pt SYSTEM 6" CALIPER TREE ROOTBALL 32" 2x6 BOARD W/STRAPPING ARROWHEAD ANCHOR (8X) 3/4" X 70" STRAPPING (1,800 LB TENSILE STRENGTH) NOTE: - FOR UP TO 6" CALIPER TREES AND FOR PALMS UNDER 20' WITH CUT LARGE ROOT BALL - ANCHORS ARE TO BE DRIVEN TO DEEPEST POSSIBLE DEPTH ACCORDING TO SOIL TYPE 1" STAPLE GUIDES 2 PER BOARD TREE FROG ENVIRONMENTAL PRODUCTS WWW.TREEFROGEP.COM 352-735-7411 NTS "TREE FROG" TREE STAKING PLAN SECTION MULCH / TOPSOIL BACKFILL ROOTBALL AND TRUNK LODGEPOLE STAKING 3 PER TREE NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. F. INSTALL STAND PIPE AND GRAVEL AT BASE WITH SPECIMEN (24" BOX AND LARGER) TREE ONLY. 1. TREE WRAP - SET TRUNK PLUMB / CENTER IN PIT 2. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. 4" ABS FILTER FABRIC WRAPPED PERFORATED STAND PIPE WITH REMOVABLE PVC CAP. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. FINISHED GRADE (SEE GRADING PLAN) 6. TOP ROOT BALL MIN. 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. REMOVE ROCKS 4" AND LARGER 9. ROOT BALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. SET ROOT BALL IN UNDISTURBED NATIVE SOIL. 11. 3/4" GRAVE, DEPTH OF PIPE 12. 2" DIA. LODGE POLE PINE STAKE, 3 EACH 10' MIN., 12' LONG FOR 24" BOX, 14' FOR 36" BOX. SET ONE STAKE PERPENDICULAR TO PREVAILING WIND. CUT STAKES 6" BELOW CANOPY. 13. "CLINCH TIE" BY U.I.T. OR EQUAL 1/2 DIAMETER OF ROOT BALL 6" 1 2 3 4 5 7 11 109 6 13 12 8 NTS CANOPY TREE PLANTING NOTE: - FOR AREAS WITH STRONG PREVAILING WINDS CONTACT LANDSCAPE ARCHITECT TO UTILIZE ABOVE GROUND STAKING. SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 LA N D S C A P E D E T A I L S 6610 23 09/15/2026 Item 1. 1-800-DIG-TESSDIG TESS (@ least 72 hours prior to digging) CAUTION!! CONNECTION D. SECURE FENCING TO POST WITH NYLON CABLE TIES (AVAILABLE FROM CONWED PLASTICS). WOOD STRIPS MAY BE ALSO BE USED TO PROVIDE ADDITIONAL SUPPORT AND PROTECTION BETWEEN TIES AND POSTS. C. SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.). 6'-8' O.C. 2 1 INSTALLATION NOTES: 8' TALL METAL "T" POSTS OR 2" x 2" X 8' PRESSURE TREATED WOOD POSTS WITH 24" BURIAL BELOW GRADE. A. POST SELECTION SHOULD BE BASED ON EXPECTED STRENGTH NEEDS AND THE LENGTH OF TIME FENCE WILL BE IN PLACE. FLEXIBLE FIBERGLASS ROD POSTS ARE RECOMMENDED FOR PARKS, ATHLETIC EVENTS AND CROWD CONTROL INSTALLATIONS. METAL "T" POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRUCTION AND OTHER APPLICATIONS. B. POSTS SHOULD BE DRIVEN INTO THE GROUND TO A DEPTH OF 1/4 OF THE HEIGHT OF THE POST. FOR EXAMPLE, A 8' POST SHOULD BE SET AT LEAST 2' INTO THE GROUND. (TYP.) 1 2 PLAN VIEW NOTE: IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME. ELEVATION DRIPLINE 6'H "PERIMETER PLUS" CONSTRUCTION FENCE BY CONWED PLASTICS OR OWNER'S REPRESENTATIVE APPROVED EQUAL. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO INSTALLATION. CORNER CONNECTION 6' MIN. INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 4" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE SECTION PARKING SPACE/CURB PLANTING 2'-0" CURB OR PARKING LOT EDGE, BY OTHERS 1. 2. 12 MIN. CLEAR (TYP.)DRIPLINE BARRIER DETAIL TREE/SHRUB PROTECTOR NTS NTS ±3'-0" TO CENTER OF NEAREST SHRUB 2'-0" 12 MIN. CLEAR ±3'-0" TO CENTER OF NEAREST SHRUB PARKING ISLAND, SIDE DETAIL PARKING ISLAND, NOSE-IN DETAIL CAR DOOR 3. 1.FIRE HYDRANT PROVIDE A MULCH, 4" DEPTH MIN., SURROUNDING AREA INDICATED. 1 2 3 2.NO PLANT MATERIAL SHALL BE PLACED WITHIN SHOWN RADIUS OF ALL PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE. 4'- 0 " 7'- 6 " 7'-6" NTS PLAN FIRE HYDRANT CLEAR ZONE 'FRONT' OF HYDRANT (TOWARD CURB) 7'-6" 6" "NO MULCH ZONE" BALL DIAMETER RING DIAMETEROVERALL MULCH AROUND BASE OF PLANT 4" DEPTH OF MULCH SOD/ MULCH 1"MAX DEPTH OF MULCH OVER ROOTBALL OR GENERAL MULCHCOVER NTS SECTION MULCH DETAIL FOR TREE AND SHRUB PLANTINGS 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT 3. 4" MINIMUM OF SHREDDED HARDWOOD MULCH COMPACTED OR AS SPECIFIED. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL MIX AS SPECIFIED. NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. 8. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. 1 2 3 4 5 7 4" 12"TYP. SECTION PLAN 8 BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING TY P . 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT 3. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. TY P . 1 2 3 4 5 67 4" 12"TYP. SECTION PLAN BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. REFER TO PLANT SCHEDULE FOR SPACING 5. SLOPE BOTTOM TO DRAIN 8. WATER TABLE 4. FILTER CLOTH 1 2 3 4 5 6 7 8 3. 12"± CLEAN SAND, COMPACTED. ADJUST LAYER THICKNESS SO TOP OF ROOTBALL IS AT EAST 1" ABOVE FINISHED GRADE. 1. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 6. 18"± AUGERED HOLE PENETRATE THROUGH OCCLUDING LAYER TO WATER TABLE OR TO A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. 7. BACKFILL WITH 1/2" - 3/4" GRAVEL. FOR A PARKING ISLAND PLANTING & TREE GRATE PLANTERS SITUATIONS, CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING AREA TO WITHIN 6" OF BACK OF CURB OR EDGE OF PAVEMENT. TWICE ROOTBALL DIAMETER 36 " ±4 8 " 6 NTS SHRUB/ GROUNDCOVER PLANTING ON SLOPE NTS SHRUB/ GROUNDCOVER PLANTING NTS POOR DRAINAGE CONDITION SECTION SOIL/ MULCH BERM AS SPECIFIED SHRUB CURB SPRAY TURF AT TOP OF ISLAND BERM WITH APPROVED HERBICIDE PRIOR TO PLANTING REMOVE 3" DEPTH BELOW TOP OF CURB. TAPER (6" MIN) BACK TO EXISTING GRADE TO HELP RETAIN MULCH. NTS MULCH TAPER DETAIL BED SOIL. 12" MINIMUM DEPTH. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. DIFFERENT PLANTING TREATMENTS OR DECOMPOSED GRANITE. 3 4 3/4" MAX. 2 3 NATIVE SOIL4 METAL EDGING2 1 1 STEEL EDGING 5 5 4" TOPSOIL. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. 3'-0" NOTE: SEE LANDSCAPE BERM DETAIL FOR TREE PLANTING. 1 MAX. 3 UNDISTURBED SUBGRADE 4" MULCH OR TOPSOIL (MIN.) 12" SEE PAVING DETAILS FOR ADJACENT PAVEMENT SECTION PROVIDE CONTIGUOUS GRAVEL BASE COURSE BELOW CONCRETE BUFFER BASE COURSE AND ABOVE 12" EXTENSION OF PAVEMENT BASE COURSE 12" MIN. 3' PROTECTED LANDSCAPE BUFFER OR 2' NON-VEGETATED BUFFER FOR "CAR OVERHANG" (SEE SITE PLAN FOR MATERIAL TYPE) 4" GRAVEL BASE COURSE (WHEN BUFFER IS CONCRETE) NTS LANDSCAPE BUFFER 1 2 4 3 STEEL EDGING, SEE DETAIL GRADE LEVEL WITH TOP OF STEEL EDGING WEED BLOCK/ FILTER FABRIC PINNED AT 24" O.C. EACH WAY 4" SHREDDED HARDWOOD MULCH 5 4" TOPSOIL. REF: NOTES AND/OR SPECS FOR MIX. & DEPTH. 1 2 3 4 5 SHREDDED HARDWOOD MULCH AT STEEL EDGING 1 2 4 3 GRADE TO 1 1/2" BELOW TOP OF CURB WEED BLOCK/ FILTER FABRIC PINNED AT 24" O.C. EACH WAY 5 4" SHREDDED HARDWOOD MULCH SEE PAVING DETAILS FOR ADJACENT PAVEMENT SECTION 1 3 4 5 SUBGRADE COMPACTED TO 95% SPD 2 SHREDDED HARDWOOD MULCH AT CURB SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 6611 LA N D S C A P E D E T A I L S 24 09/15/2026 Item 1. STORE #06078 WYLIE, TX BUILDING PROTO: 41 EXISTING S.F.: 42,276 PROPOSED S.F.: 42,276 EXISTING FFE: 572.00 MCMILLEN ROAD MC C R E A R Y R O A D STORE #06078 WYLIE, TX BUILDING PROTO: 41 EXISTING S.F.: 42,276 PROPOSED S.F.: 42,276 EXISTING FFE: 572.00 MCMILLEN ROAD MC C R E A R Y R O A D OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E T T D D D D D S S NO PARKING NOPARKING NO PARKING NO PARKING NOPARKINGNOPARKING sE sE LVSBMVT C C FH C C C C CC CC C C HFHHFHFH 1" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZLF-100-PRF LOW FLOW, 0.2-10 GPM, WITH 1IN. LOW FLOW VALVE VALVE AND 1IN. PRESSURE REGULATING RBY FILTER AND 40PSI PRESSURE REGULATOR. 3 CANOPY TREE RING NETAFIM TLCV-06-12 DRIP RING 4 AREA TO RECEIVE DRIPLINE NETAFIM TLCV-026-12 TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.26 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. 966.5 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY POINT OF CONNECTION 2 1/2" POINT OF CONNECTION TO EXISTING 2 1/2" IRRIGATION MAINLINE 1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 320.8 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 9.2 LF PIPE SLEEVE: PVC SCHEDULE 40 7.9 LF #" # Valve Number Valve Size Valve Flow Valve Callout # SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 IR R I G A T I O N P L A N 6700 SCALE: 1" = 30'NORTH CAUTION!! Know what's CAUTION!! 6702 6701 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 4. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 5. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 6. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 7. THIS IRRIGATION SYSTEM IS DESIGNED TO THE FOLLOWING STATS: 16 G.P.M. STATIC WATER PRESSURE IS REPORTED TO 45 P.S.I. 8. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE. 9. WHERE APPLICABLE IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS. 10. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 11. IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE. 12. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL. 13. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. 14. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 15. INSTALL ALL VALVE BOXES 5' MINIMUM FROM ANY CURB. IRRIGATION NOTES: EXISTING IRRIGATION NOTES 1. CONTRACTOR TO CONFIRM EXISTING SYSTEM SOURCE AND BACKFLOW ARE FULLY OPERATIONAL. 2. CONTRACTOR TO CONFIRM EXISTING BACKFLOW IS TO SERVE IRRIGATION SYSTEM ONLY. EXISTING BACKFLOW MUST BE PLACED ON IRRIGATION SERVICE LINE TO PREVENT ANY POSSIBILITY OF BACKFLOW FROM BEING DIRECTED INTO THE BUILDING. IF THE EXISTING BACKFLOW IS NOT A DEDICATED IRRIGATION BACKFLOW, CONTRACTOR IS TO INSTALL A NEW BACKFLOW. SIZE ACCORDING TO METER SIZE. 3. CONFIRM EXISTING CONTROLLER ZONE AVAILABILITY. IF CONTROLLER CANNOT HANDLE PROPOSED ZONES, CONTACT IRRIGATION DESIGNER IMMEDIATELY. 4. CAP EXISTING LINES WHERE NECESSARY FOR CONSTRUCTION. 5. MAINLINE APPROXIMATE LOCATION AS SHOWN. CONTRACTOR TO LOCATE EXACT LOCATION AND UTILIZE. PROTECT MAINLINE IN PLACE DURING CONSTRUCTION. CAP EXISTING MAINLINE AND LEAVE IN PLACE WHERE NECESSARY. 6. DO NOT TRENCH UNDER EXISTING TREES. HAND TRENCH LATERALLY TO INSTALL HEADS, DRIP, ETC. 7. ALL PROPOSED IRRIGATION TO MATCH EXISTING PRECIPITATION RATES, IF ZONES ARE COMBINED WITH EXISTING ZONES, NO DRIP AND HEADS TO BE ON SAME ZONES. 8. ALL EXISTING IRRIGATION SHOWN TO REMAIN SHOULD BE PROTECTED DURING CONSTRUCTION. CONTRACTOR TO CONFIRM 100 PERCENT COVERAGE ON EXISTING AND MODIFY IF NEEDED. 9. MODIFY ZONES PER REVISED CHANGES. CAP LINES WHERE NECESSARY. ADD HEADS AS NEEDED, REPLACE HEADS/NOZZLES TO PROVIDE FULL COVERAGE. 10. DO NOT REMOVE EXISTING SLEEVED LINES UNDER PAVEMENT UNLESS SPECIFIED. 11. CONTRACTOR TO NUMBER EXISTING VALVES AND PROPOSED VALVES IN NUMERICAL ORDER STARTING FROM THE METER AND GOING IN A CLOCKWISE CIRCLE. 12. CONTRACTOR TO FIELD INVESTIGATE EXISTING CONDITIONS TO LOCATE EXISTING IRRIGATION LATERAL LINES AND RE-PURPOSE FOR NEW IRRIGATION IN THE LANDSCAPE ISLAND. QUANTITIES PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR TO CONFIRM ALL QUANTITIES PRIOR TO BIDDING. REFERENCE MAXIMUM LATERAL DRIPLINE CHART TO DETERMINE MINIMUM NUMBER OF POINTS OF CONNECTION PER DRIP LINE ZONE. WHERE LAYOUT FLEXIBILITY EXISTS CENTER FEED LAYOUTS MUST BE USED. THIS ALLOWS FOR EVEN FLOW OF WATER THROUGH THE ZONE. HUNTER ECO-INDICATOR TO BE PLACED IN ALL DRIP AREAS AT THE FURTHEST POINT OF EACH DRIP ZONE. AIR RELIEF TO BE PLACED IN ALL DRIP AREAS AT THE HIGHEST POINT OF EACH DRIP ZONE. FLUSH VALVE TO BE PLACED IN ALL DRIP AREAS AT THE LOWEST POINT OF EACH DRIP ZONE. THIS IRRIGATION PLAN IS DESIGNED TO THE FOLLOWING STATS: 62 PSI AND 3 GPM. IF WATER PRESSURE DOES NOT MEET DESIGN SPECIFICATIONS A BOOSTER PUMP WILL BE REQUIRED AT COST OF CONTRACTOR. CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF SYSTEM HAS +/- 5 PSI THAN DESIGN PRESSURE. WORKING IRRIGATION TO REMAIN IN PLACE IN NON DISTURBED AREAS. CONTRACTOR TO TIE EXISTING IRRIGATION TO NEW SYSTEM. CONTRACTOR TO MAKE REASONABLE REPAIRS TO EXISTING TREE IRRIGATION THAT ARE NOT RECEIVING NEW IRRIGATION. IF EXTENSIVE REPAIRS ARE NEEDED TO TIE EXISTING IRRIGATION TO NEW SYSTEM, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT/IRRIGATOR. IRRIGATION SCHEDULEIRRIGATION SCHEDULE 62 3 25 09/15/2026 Item 1. LVSB MVT C C C C COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. CONTRACTOR TO TIE DRIP RINGS AND LATERAL INTO EXISTING ADJACENT DRIP ZONE ALL PROPOSED DRIP RINGS DESIGNED TO ACCOUNT FOR A TOTAL OF 0.5 GPM WHICH WILL BE TIED INTO EXISTING VALVE CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP.) DO NOT REMOVE EXISTING SLEEVED LINES UNDER PAVEMENT (TYP.) EXISTING IRRIGATION TO REMAIN, MODIFY ZONES PER REVISED CHANGES. CAP LINES WHERE NECESSARY. CONTRACTOR TO ENSURE COMPLETE COVERAGE WHERE EXISTING IRRIGATION MEETS WITH NEW IMPROVEMENTS. CONTRACTOR TO SOD TO LIMITS OF DISTURBANCE AND TEMPORARILY IRRIGATE UNTIL ESTABLISHED (TYP.) CONTRACTOR TO VERIFY EXISTING METER & BACKFLOW ARE CORRECTLY INSTALLED AND FULLY OPERATIONAL PRIOR TO ANY CONSTRUCTION. 11.37 1" 1" 3 4" MAINLINE & VALVES SHOWN FOR CLARITY. INSTALL MAINLINE AND VALVES 6" FROM SIDEWALK WHEN POSSIBLE WITHIN MULCH SPACE. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS (TYP). APPROXIMATE LOCATION OF EXISTING MAINLINE. CONTRACTOR TO LOCATE EXISTING MAINLINE & VALVES AND PROTECT IN PLACE DURING CONSTRUCTION. NEW VALVES SHALL BE WIRED TO EXISTING CONTROLLER. CONTRACTOR TO COORDINATE WIRING ROUTE AND CONNECTIONS WITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZLF-100-PRF LOW FLOW, 0.2-10 GPM, WITH 1IN. LOW FLOW VALVE VALVE AND 1IN. PRESSURE REGULATING RBY FILTER AND 40PSI PRESSURE REGULATOR. 3 CANOPY TREE RING NETAFIM TLCV-06-12 DRIP RING 4 AREA TO RECEIVE DRIPLINE NETAFIM TLCV-026-12 TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.26 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. 966.5 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY POINT OF CONNECTION 2 1/2" POINT OF CONNECTION TO EXISTING 2 1/2" IRRIGATION MAINLINE 1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 320.8 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 9.2 LF PIPE SLEEVE: PVC SCHEDULE 40 7.9 LF #" # Valve Number Valve Size Valve Flow Valve Callout # SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 SCALE: 1" = 10'NORTH CAUTION!! Know what's CAUTION!!IR R I G A T I O N P L A N EN L A R G E M E N T 6701 QUANTITIES PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR TO CONFIRM ALL QUANTITIES PRIOR TO BIDDING. REFERENCE MAXIMUM LATERAL DRIPLINE CHART TO DETERMINE MINIMUM NUMBER OF POINTS OF CONNECTION PER DRIP LINE ZONE. WHERE LAYOUT FLEXIBILITY EXISTS CENTER FEED LAYOUTS MUST BE USED. THIS ALLOWS FOR EVEN FLOW OF WATER THROUGH THE ZONE. HUNTER ECO-INDICATOR TO BE PLACED IN ALL DRIP AREAS AT THE FURTHEST POINT OF EACH DRIP ZONE. AIR RELIEF TO BE PLACED IN ALL DRIP AREAS AT THE HIGHEST POINT OF EACH DRIP ZONE. FLUSH VALVE TO BE PLACED IN ALL DRIP AREAS AT THE LOWEST POINT OF EACH DRIP ZONE. THIS IRRIGATION PLAN IS DESIGNED TO THE FOLLOWING STATS: 62 PSI AND 3 GPM. IF WATER PRESSURE DOES NOT MEET DESIGN SPECIFICATIONS A BOOSTER PUMP WILL BE REQUIRED AT COST OF CONTRACTOR. CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF SYSTEM HAS +/- 5 PSI THAN DESIGN PRESSURE. WORKING IRRIGATION TO REMAIN IN PLACE IN NON DISTURBED AREAS. CONTRACTOR TO TIE EXISTING IRRIGATION TO NEW SYSTEM. CONTRACTOR TO MAKE REASONABLE REPAIRS TO EXISTING TREE IRRIGATION THAT ARE NOT RECEIVING NEW IRRIGATION. IF EXTENSIVE REPAIRS ARE NEEDED TO TIE EXISTING IRRIGATION TO NEW SYSTEM, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT/IRRIGATOR. IRRIGATION SCHEDULEIRRIGATION SCHEDULE 26 09/15/2026 Item 1. T T D FHHFHHFH DRIP CONTROL VALVE SHOWN FOR CLARITY, CONTRACTOR TO REPLACE EXISTING DRIP VALVE THAT IS IN THIS AREA AND CONNECT IN WITH THE EXISTING WIRES AND MAINLINE CONNECTION AT THIS LOCATION COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP.) DO NOT REMOVE EXISTING SLEEVED LINES UNDER PAVEMENT (TYP.) EXISTING IRRIGATION TO REMAIN, MODIFY ZONES PER REVISED CHANGES. CAP LINES WHERE NECESSARY. CONTRACTOR TO ENSURE COMPLETE COVERAGE WHERE EXISTING IRRIGATION MEETS WITH NEW IMPROVEMENTS. CONTRACTOR TO VERIFY EXISTING METER & BACKFLOW ARE CORRECTLY INSTALLED AND FULLY OPERATIONAL PRIOR TO ANY CONSTRUCTION. ALL PROPOSED DRIP RINGS DESIGNED TO ACCOUNT FOR A TOTAL OF 2 GPM WHICH WILL BE TIED INTO EXISTING VALVE. DO NOT TRENCH UNDER CANOPY OF PRESERVED TREES, IF NECESSARY, HAND TRENCH LATERALLY TO INSTALL HEAD(S)/ EMITTER(S). (TYP.) 22.79 1" 3 1.23 1" 34"3 444" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZLF-100-PRF LOW FLOW, 0.2-10 GPM, WITH 1IN. LOW FLOW VALVE VALVE AND 1IN. PRESSURE REGULATING RBY FILTER AND 40PSI PRESSURE REGULATOR. 3 CANOPY TREE RING NETAFIM TLCV-06-12 DRIP RING 4 AREA TO RECEIVE DRIPLINE NETAFIM TLCV-026-12 TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.26 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. 966.5 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY POINT OF CONNECTION 2 1/2" POINT OF CONNECTION TO EXISTING 2 1/2" IRRIGATION MAINLINE 1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 320.8 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 9.2 LF PIPE SLEEVE: PVC SCHEDULE 40 7.9 LF #" # Valve Number Valve Size Valve Flow Valve Callout # SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 NORTH CAUTION!! Know what's CAUTION!!IR R I G A T I O N P L A N EN L A R G E M E N T 6702 SCALE: 1" = 10' QUANTITIES PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR TO CONFIRM ALL QUANTITIES PRIOR TO BIDDING. REFERENCE MAXIMUM LATERAL DRIPLINE CHART TO DETERMINE MINIMUM NUMBER OF POINTS OF CONNECTION PER DRIP LINE ZONE. WHERE LAYOUT FLEXIBILITY EXISTS CENTER FEED LAYOUTS MUST BE USED. THIS ALLOWS FOR EVEN FLOW OF WATER THROUGH THE ZONE. HUNTER ECO-INDICATOR TO BE PLACED IN ALL DRIP AREAS AT THE FURTHEST POINT OF EACH DRIP ZONE. AIR RELIEF TO BE PLACED IN ALL DRIP AREAS AT THE HIGHEST POINT OF EACH DRIP ZONE. FLUSH VALVE TO BE PLACED IN ALL DRIP AREAS AT THE LOWEST POINT OF EACH DRIP ZONE. THIS IRRIGATION PLAN IS DESIGNED TO THE FOLLOWING STATS: 62 PSI AND 3 GPM. IF WATER PRESSURE DOES NOT MEET DESIGN SPECIFICATIONS A BOOSTER PUMP WILL BE REQUIRED AT COST OF CONTRACTOR. CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IF SYSTEM HAS +/- 5 PSI THAN DESIGN PRESSURE. WORKING IRRIGATION TO REMAIN IN PLACE IN NON DISTURBED AREAS. CONTRACTOR TO TIE EXISTING IRRIGATION TO NEW SYSTEM. CONTRACTOR TO MAKE REASONABLE REPAIRS TO EXISTING TREE IRRIGATION THAT ARE NOT RECEIVING NEW IRRIGATION. IF EXTENSIVE REPAIRS ARE NEEDED TO TIE EXISTING IRRIGATION TO NEW SYSTEM, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT/IRRIGATOR. IRRIGATION SCHEDULEIRRIGATION SCHEDULE 27 09/15/2026 Item 1. FLOW EXISTING WATER METER 3/4" MINUS WASHED GRAVEL EXISTING FEBCO 850 DOUBLE CHECK ASSEMBLY BACKFLOW PREVENTER EXISTING MASTER VALVE "Y" STRAINER FINISHED GRADE JUMBO BOX 10" PLASTIC BOX10" PLASTIC BOX 3/4" MINUS WASHED GRAVEL EXISTING LOCKING GATE VALVE STANDARD VALVE BOX BRICK SUPPORTS TYP. WASHED GRAVEL EXISTING FLOW SENSOR VALVE BOX NOTE: INLET PIPE LENGTH OF SENSOR MUST BE MIN. 10 X PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NOT FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MIN. 5X PIPE DIA. OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS OR TURNS. SHEET: DRAWN BY: OR CHECKED BY: CJC PROTO CYCLE: 01/30/26 ISSUE BLOCK CO N S U L T A N T S S T I P U L A T I O N F O R R E U S E JO B N U M B E R : U S R M - 0 1 3 4 6 5 ST O R E N O : 0 6 0 7 8 - 1 0 0 6 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 0 6 / 2 9 / 2 6 A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . WY L I E , T X © WY L I E , T X DOCUMENT DATE: 08/31/26 PR O T O : 4 1 6710 DETAIL - N.T.S. MODEL PRS40-04-CV LATERAL PIPE FINISH GRADE LATERAL TEE OR ELL SWING JOINT: HUNTER 'PRO-FLEX' TUBING, HSBE-050 ELBOWS (2), & MARLEX STREET ELBOW (1) PVC OR PE SUPPLY HEADER TOP OF SLOPE AIR/VACUUM RELIEF ASSEMBLY LINE FLUSHING VALVE ASSEMBLY LATERAL TUBING PVC OR PE EXHAUST HEADER TOE OF SLOPE REMOTE CONTROL VALVEASSEMBLY WITH DISC FILTERAND PRV CONVENTIONALSPACING ON TOP 2/3OF SLOPE CONVENTIONAL SPACINGPLUS 25% ON BOTTOM 1/3 OF SLOPE NOTE:ALIGN LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE DETAIL - N.T.S. SLEEVE SIZE 3" 2-1/2" 2-1/2" 2" 1-1/4" PIPE SIZE 1" 2" 1-1/2" 1-1/4" 3/4" 6" 4" 3, 4" 2-1/2" SLEEVE SIZE SCHEDULE PAVEMENT/ FINISHED GRADE SLEEVE AS SPECIFIED (PROVIDE SEPARATE 2" CHASE FOR CONTROL WIRING.) 18" FOR NON-PRESSURIZED LATERAL 24" FOR MAINLINE SWEEP EL (TYPICAL) TEMPORARY RISER AND CAP SOLVENT WELD CAP TO RISER DETAIL - N.T.S. LF LF PVC OR POLY SUPPLY HEADER PVC OR POLY EXHAUST HEADER AREA PERIMETER REMOTE CONTROL FILTER AND PRVVALVE WITH DISC 2" TO 4" FROM EDGEPERIMETER LATERALS `CONNECTION Techline START MALE ADAPTERCONNECTION Techline START PLUMBED TO PVC OR POLYAUTOMATIC LINE FLUSHING VALVE DETAIL - NO SCALE ® HARDSCAPE NOTES: 1. 4" MINIMUM PIPE SIZE FOR THRUST BLOCKS 2. MIN. THRUST BLOCK SIZE SHALL BE 2 CU. FT. 2' X 2' X 2' VALVE ANCHOR DETAIL - N.T.S. WHERE LAYOUT FLEXIBILITY EXISTS CENTER FEED LAYOUTS MUST BE USED. THIS ALLOWS FOR EVEN FLOW OF WATER THROUGH THE ZONE. ALL BARBED FITTINGS TO UTILIZE EITHER STAINLESS STEEL HOSE CLAMPS, STEEL CRIMP, OR COMPRESSION RING. AUTOMATIC LINE FLUSHING VALVEPLUMBED TO PVC OR POLY AREA PERIMETER CONNECTIONTechline START EXHAUST HEADER Techline TEE SUPPLY HEADER VALVE WITH DISCFILTER AND PRV REMOTE CONTROL DETAIL - NO SCALE ® ALL BARBED FITTINGS TO UTILIZE EITHER STAINLESS STEEL HOSE CLAMPS, STEEL CRIMP, OR COMPRESSION RING. FINISH GRADE 6" ROUNDVALVE BOXAIR / VACUUMRELIEF VALVE BRICK SUPPORTS(THREE) 3/4" CRUSHEDGRAVEL SUMP DETAIL - N.T.S. 3/4"M x 1/2"F TxTREDUCTION BUSHING 3/4" PVC COUPLING(TxT) 3/4" SCH 80 RISER(LENGTH AS REQUIRED) POLY TUBINGCLAMPED TO PVCINSERT FITTING STAINLESS STEELCLAMPS DETAIL - N.T.S. TEE VALVE BOX(INSTALL PER SPECS) 3/4" GRAVEL SUMP(1 CUBIC FOOT) LINE FLUSHING VALVE #F-TLFV-1 COMPRESSION RING BLANK TL (TYP.) LATERAL (OR EXHAUST HEADER) SHUT-OFF VALVE #TLSOV (BLANK TUBING MAY BE ATTACHED TO OUTLET) BRICK SUPPORTS (THREE) CONTRACTOR TO INSTALL LINE FLUSH VALVES (1 PER 15 GPM OF ZONE FLOW). INSTALL AS FAR FROM SOURCE AS POSSIBLE. IRRIGATION CONTRACTOR TO INSTALL AN AIR RELIEF VALVE(S) AT ALL HIGH POINTS OF EACH ZONE (I.E. EVERY ISLAND WITHIN A ZONE SHALL RECEIVE AN AIR RELIEF VALVE). ALL BARBED FITTINGS TO UTILIZE EITHER STAINLESS STEEL HOSE CLAMPS, STEEL CRIMP, OR COMPRESSION RING. ALL BARBED FITTINGS TO UTILIZE EITHER STAINLESS STEEL HOSE CLAMPS, STEEL CRIMP, OR COMPRESSION RING. GRADE EXISTING PVC LATERAL LINE STANDARD SRAY BODY. EXISTING SUPPLY PIPE OR DRIP LINE. CAP GLUED TO STEM NOTE: 1. INSTALL IN MULCH BED. 2. TO BE PLACED AT THE FARTHEREST POINT ON EACH ZONE. IF A ZONE SPLITS PLACE ONE ON EACH SPLIT. 3. DO NOT INSTALL WITHIN 5' OF A CURB. PLACE SECOND TREE RING 30" FROM TRUNK. PLACE 2ND RING 36" FROM TREE TRUNK. PLACE 3RD RING 48" FROM TREE TREE WATERING BASIN PLACE 1ST RING 18" FROM TREE TRUNK. Trunk CANOPY TREES 3" CAL. AND LARGER PLACE FIRST TREE RING 18" FROM TRUNK. MULTI-TRUNK ORNAMENTAL TREE TREE CANOPY ORNAMENTAL TREES TREE RING DETAILS DETAIL - NO SCALE REFERENCE DRAWINGS FOR TECHLINE DRIPPER SPACING AND GPA RATE REFERENCE DRAWINGS FOR TECHLINE DRIPPER SPACING AND GPA RATE EMITTERS FLOW (GPM) TOTAL LENGTH OF DRIP LINE = 53' 30 45 60 0.4 0.6 0.9 0.35 0.53 0.79 10.5 16 24 15.8 24 35 RUN TIMES (MIN) 21 32 47 DRIP RING OUTPUT (GPM BASED ON EMMITER SPACING @ 12" OC) EMITTERS FLOW (GPM) TOTAL LENGTH OF DRIP LINE = 53' 30 45 60 0.4 0.6 0.9 0.23 0.35 0.53 6.9 10.5 15.9 10.4 15.8 23.9 RUN TIMES (MIN) 13.8 21 31.8 DRIP RING OUTPUT (GPM BASED ON EMMITER SPACING @ 18" OC) TO SOURCE/ LATERAL FEED BLANK DRIPLINE TUBING W/ FITTINGS TO SOURCE/ LATERAL FEED BLANK DRIPLINE TUBING W/ FITTINGS OM OPERATION MONITOR OM OPERATION MONITOR TREE 4" APPROVED MULCH & WEED FABRIC. SOLID DRIP LINE OR PVC LATERAL. PVC LATERAL TO ADDITIONAL TREE RINGS SECTION 2" MINIMUMCLEARANCE 1 CU. FT. PEAGRAVEL SUMP(1- EA. CORNER) BRICK SUPPORT NOTE: INSTALL ALL VALVE BOXES 5' MIN FROM ANY CURB 3/4" DISC FILTER 3/4" PRV 45 PSI LF REMOTE CONTROL VALVE 1" FPT PVC MAINLINE PVC OR POLY LATERAL LINE 12" X 18" VALVE BOX 1" X 3/4" SCH 40 RED BUSHING OM OPERATION DETAIL - N.T.S. 0.26 0.260.23 0.15 4.5 6.7 96.9 10.3 13.8 MF MANUAL FLUSH VALVE MF MANUAL FLUSH VALVE MONITOR PVC SCH 80 UNION 1-1/2" PRV VALVE REMOTE CONTROLPVC MAINLINE 12" x 18" LATERAL LINE PVC OR POLY VALVE BOX 1 CU. FT. PEA GRAVEL SUMP(1- EA. CORNER) BRICK SUPPORT W/ 1-1/2" PRV DETAIL - N.T.S. ISOLATION BALL VALVE TECHLINE DRIPPER SPACING DRIPPER FLOW RATE (GPH) INLET PRESSURE (PSI) 20 25 35 45 242 302 380 436 190 238 299 343 144 180 227 260 344 429 540 620 270 338 426 489 204 257 323 371 342 430 542 622 260 326 412 472 0.4 0.6 0.9 0.4 0.6 0.9 0.6 0.9 12" 18" 24" TECHLINE CV-MAXIMUM LENGTH OF A SINGLE LATERAL (FEET) 331 413 518 594 468 584 737 845 0.26 0.26 IR R I G A T I O N D E T A I L S DETAIL - N.T.S. 28 09/15/2026 Item 1. $ 35(&$67&$372%( 5(3/$&(':,7+)8// &29(5$*(35(),1,6+(' 0(7$/&23,1*6<67(0 5()63 35(&$67&$372%(5(3/$&(':,7+ )8//&29(5$*(35(),1,6+(' 0(7$/&23,1*6<67(05()63 3$7&+$1'5(3$,5 &21&5(7(67$03(' &21&5(7(3$77(51(' &21&5(7($1'$63+$/7,& 3$9,1*720$7&+ $'-$&(17(;,67,1*:+(5( %2//$5'6$5($''(' 0$7&+(;,67,1*&2/25$1' ),1,6+(60$7&+(;,67,1* 6/23(65()63)25 )/$7:25.5(3/$&(0(17 5()63(&6)25'(7$,/6$1'5(48,5(0(176)25 67250:$7(532//87,21&21752/6$1'6,7( 6725$*(2)0$7(5,$/6$1'(48,30(17'(9,$7,216 )520'(7$,/66+2:10867%(68%0,77(')25 $33529$/,1$&&25'$1&(:,7+63(&6 $5&+)) 127( ))(/(9$7,21$7$// (;7(5,25'2256 81/(66127('27+(5:,6( 5(3/$&('$0$*('$1'25,167$//2:1(5 )851,6+('&$57&255$/&225',1$7( 6&23(:,7+6725(6(7835()6+((76$ )25%,'$//2:$1&( BBBBBBB 63 BBBBBBB 63 12 5 7 + 5(3/$&(-2,17),//(50$7(5,$/$7 (175$1&(6$5($72%(5(3/$&(')520 3$9,1*726725((175$1&(%<:,'7+2) 9(67,%8/(5()6+((76$)25%,' $//2:$1&( 35(&$67&$372%(5(3/$&(':,7+ )8//&29(5$*(35(),1,6+(' 0(7$/&23,1*6<67(05()63 6,7(6+((7127(6 35(3$1'3$,17$//(;7(5,25/,*+732/(%$6(6$1' $//%2//$5'63(812 32:(5:$6+6,'(:$/.$7)52172)%/'*$872&$5( &(17(5$1'21/,1(3,&.83'(/,9(5< ),//5(&(66('&21&5(7($7)(1&($1'6+$'(&/27+ &25('5,//('3267%$6(6:,7+5(3$,50257$5 6<67(05()63(&6 &21&5(7(6,'(:$/.6$'-$&(17727+(6725(12772 (;&(('&52666/23( (;,67,1*%21'%($0 *5287),(/'9(5,)<:('*( $1&+25$7 2&7<3 75($7('; 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5 ( ) ( 5 ( 1 & ( 2 5 (; $ 0 3 / ( 2 1 $ 1 2 7 + ( 5 3 5 2 - ( & 7 5( 4 8 , 5 ( 6 7 + ( 6 ( 5 9 , & ( 6 2 ) 3 5 2 3 ( 5 / < /, & ( 1 6 ( ' $ 5 & + , 7 ( & 7 6 $ 1 ' (1 * , 1 ( ( 5 6 5 ( 3 5 2 ' 8 & 7 , 2 1 2 ) 7 + , 6 '5 $ : , 1 * ) 2 5 5 ( 8 6 ( 2 1 $ 1 2 7 + ( 5 35 2 - ( & 7 , 6 1 2 7 $ 8 7 + 2 5 , = ( ' $ 1 ' 0 $ < %( & 2 1 7 5 $ 5 < 7 2 7 + ( / $ : 67 2 5 ( 1 2 :< / , ( 7 ; 0=- 0 & & 5 ( $ 5 < 5 2 $ ' (& 2 ($67(/(9$7,21 :(67(/(9$7,21 6287+(/(9$7,21 1257+(/(9$7,21 %$/($1'3$//(76725$*( 1(:3+$50$&<'5,9(7+58:(67(/(9$7,21 ,668(%/2&. 1(:3+$50$&<'5,9(7+586287+(/(9$7,21 1(:3+$50$&<'5,9(7+58($67(/(9$7,21 31 09/15/2026 Item 1. OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E D D S D D S D BUILDING HEIGHT = 26.18' X T T FINISHED FLOOR = 572.21'± 15 . 3 ' 12.5' 69 . 6 ' 12.5' 15 9 . 3 ' 160.6' ONE-STORY BUILDING WALMART #6078 1400 MCCREARY ROAD WYLIE, TEXAS 75098 WAL-MART BUILDING 42,276 SQ. FT. GROSS BUILDING AREA PER WALMART STORE PLANNING PROJECT MANAGEMENT APPLICATION SYSTEM (LUCERNEX) BENCHMARK 1 N: 7064626.53' E: 2552457.50' ELEV: 570.39' CUT "X" SET BENCHMARK 2 N: 7064585.36' E: 2552552.41' ELEV: 571.77' CUT "X" SET BENCHMARK 3 N: 7064441.88' E: 2552575.20' ELEV: 571.52' CUT "X" SET MC C R E A R Y R O A D ( C . R . N O . 2 4 5 ) MCMILLEN ROAD (C.R. NO. 298) CABINET N, PAGE 894 P.R.C.C.T. LOT 2, BLOCK A CREEKSIDE RETAILADDITIONVOL.2015, PG. 33M.R.C.C.T. 10' SIDEWALK EASEMENT VOL. 2007 PG. 291 FIRELANE AND ACCESS EASEMENT VOL.2015, PG. 33 M.R.C.C.T. 10' UTILITY EASEMENT FIRE LANE ACCESS & UTILITY EASMENT VOL. 2007, PG. 291 20'X20' DRAINAGE EASEMENT VOL. 2007 PG. 291 20' DRAINAGE EASEMENT INST. NO. 2007000781740 O.P.R.C.C.T. 10'X10' WATER EASEMENT VOL.2015, PG. 33 M.R.C.C.T. 25' FIRELANE, ACCESS AND UTILITY EASEMENT VOL.2015, PG. 33 M.R.C.C.T. 10' UTILITY EASEMENT 24' FIRELANE, ACCESS, AND UTILITY EASEMENT VOL.2015, PG. 33 M.R.C.C.T. 10'X25' WATER EASEMENT VOL. 2015, PG. 33 M.R.C.C.T. 15' UTILITY EASEMENT VOL.2015, PG. 33 M.R.C.C.T. 25' FIRELANE, ACCESS AND UTILITY EASEMENT VOL.2015, PG. 33 M.R.C.C.T. 15' UTILITY EASEMENT 36' FIRELANE, ACCESS AND UTILITY EASEMENT VOL.2015, PG. 33 M.R.C.C.T. 10' SIDEWALK EASEMENT VOL.2015, PG. 33 M.R.C.C.T. 25'X150' UTILITY EASEMENT VOL.2015, PG. 33 M.R.C.C.T. 21'X15' UTILITY EASEMENT VOL.2015, PG. 33 M.R.C.C.T. 10' SIDEWALK EASEMENT VOL.2015, PG. 33 M.R.C.C.T. WATER EASEMENT VOL.2015, PG. 33 M.R.C.C.T. 10'X15' WATER EASEMENT VOL. 2015, PG. 33 M.R.C.C.T. 10'X15' WATER EASEMENT VOL.2015, PG. 33 M.R.C.C.T. WATER EASEMENT VOL.2007, PG. 291 P.R.C.C.T. VARIABLE WIDTH UTILITY EASEMENT C.F.N. 2025000058581 O.P.R.C.C.T. LOT 1, BLOCK ACREEKSIDE RETAIL ADDITIONVOL. 2015, PG. 33M.R.C.C.T. 10b. 10b. 10b. 10b. 10b. 10b.10b. 10b. 10b. 10b. 10e. BENCHMARK TABLE NO. 1 2 3 NORTHING 7,064,626.53' 7,064,585.36' 7,064,441.88' EASTING 2,552,457.50' 2,552,552.41' 2,552,575.20' ELEVATION 570.39' 571.77' 571.52' DESCRIPTION CUT "X" SET CUT "X" SET CUT "X" SET DW G N A M E : K : \ C E L _ S U R V E Y \ 0 6 3 3 6 3 5 0 3 - W M 6 0 7 8 W Y L I E T X 2 0 2 6 E V \ D W G \ -0 6 3 3 6 3 5 0 3 - W M 6 0 7 8 _ W Y L I E , T X ( E V ) M A . D W G P L O T T E D B Y Z E R R , E T H A N 7 / 1 7 / 2 0 2 6 1 0 : 5 1 A M L A S T S A V E D 7 / 1 7 / 2 0 2 6 1 0 : 4 2 A M Scale Drawn by EMZ1" = 40' Checked by Date Project No.Sheet No. Celina, Texas 75009 400 North Oklahoma Dr., Suite 105 Tel. No. (469) 501-2200 FIRM # 10115500 www.kimley-horn.com DRA Jul. 2026 -06336350 1 OF 1 MODIFIED ALTA WAL-MART #6078 PORTION OF BLOCK A, LOT 1 & 2 CREEKSIDE RETAIL ADDITION JOHN W. MITCHELL SURVEY ABSTRACT NO. 589 CITY OF WYLIE COLLIN COUNTY, TEXAS GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40'@ 24X36NORTH TOPOGRAPHIC SURVEY AREA OVERALL PROPERTY INSET NORTH McMILLEN ROAD Mc C R E A R Y R O A D SURVEYORS CERTIFICATION: To: Wal-Mart Real Estate Business Trust, a Delaware Statutory Trust, and its successors and assigns; This is to certify that this map or plat and the survey on which it is based were made in accordance with the Modified ALTA Instructions to Professional Surveyors for the Performance of Walmart Inc. Boundary Retracement and Topographic Surveys, (Expansions, MFCs-Market Fulfillment Centers and Walmart Fuel Station Carve Outs) derived and modified from the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 2, 3, 5, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 11(a), 11(b), 15, 19, and 20(a) of Table A thereof. The survey field work was completed on June 24, 2026 and the SUE investigation was completed on July 10, 2026. Survey Date: July 17, 2026 _______________________________________ Daniel R. Arthur Registered Professional Land Surveyor No. 5933 Kimley-Horn and Associates, Inc. 400 North Oklahoma Drive, Suite 105 Celina, Texas 75009 Ph. 469-501-2200 daniel.arthur@kimley-horn.com 5933 ST A T E OF TE X A SREGISTERE D L A ND SUR V E Y O R P R OFES S I O N A L LIGHT POLE ELECTRIC TRANSFORMER SIGN BORE LOCATION IRRIGATION VALVE SANITARY CLEANOUT SANITARY MANHOLE STORM MANHOLE FIRE HYDRANT WATER VALVE T I S D SYMBOL LEGEND TEMPORARY BENCHMARK MONITORING WELL ELECTRIC BOXE WATER VAULTW CONCRETE BOLLARD SUE LEGEND TABLE A ITEM 11(a), 11(b) WASTEWATER MANHOLE WASTEWATER CLEAN OUT WATER VALVE AIR RELEASE VALVE FIRE DEPT. CONNECTION WATER METER WATER VAULT WATER FAUCET POST INDICATOR VALVE FIRE HYDRANT MONITORING WELL STORM DRAIN GRATE INLET STORM DRAIN MANHOLE STORM DRAIN CURB INLET ELECTRIC TRANSFORMER ELECTRIC PULLBOX ELECTRIC METER ELECTRIC RISER LIGHT POLE POWER POLE TELEPHONE MANHOLE TELEPHONE HANDHOLE FIBER HANDHOLE GAS METER GAS TEST STATION GAS VALVE IRRIGATION CONTROL POWER POLE CONTINUATION END OF SIGNAL TEST HOLE LEVEL B LEVEL D SUE LEVEL REFERENCE E1-B WW1-B SD1-B W1-B G1-B WW WV ARV WVLT WF G1-01-ABND T1-B W1(D) WW1(D) SD1(D) FO1-1 PIV SD FO T UNK C1-01 IRR1-B G T GM CO LEVEL C ELEC WM GV T EM IC G1-D E1-D WW1-C T1-D W1-C SD1-C G1-C E1-C T1-C WATER WASTEWATER STORM DRAIN GAS ELECTRIC TELEPHONE WATER WASTEWATER STORM DRAIN GAS ELECTRIC TELEPHONE MW ELECTRIC WASTEWATER STORM DRAIN WATER NATURAL GAS ABANDONED GAS TELEPHONE FIBER OPTIC CABLE TV UNKNOWN OVERHEAD UTILITIES IRRIGATION NOTE 1:This map is the result of a Level B surface-based investigation only. These utilities have not been confirmed through excavation, and should not be construed as a warranty of all utilities in the area. Utility location and mapping is based upon a balanced combination of existing records,visual observations, surface-based detection equipment and confirmation potholes. This map reflects only one part of that process and should not be relied upon as the sole basis forconstruction or design.Should you desire to obtain “Level A” data, physical excavation of the targetutilities is required. Level D - Records Research is the use of existing records (utility companies, county/state records,etc.) to determine the suspected location of underground utilities. Level C - Site Survey data includes all available Level D data, combined with an on-site visual analysis of the target utilities. Locations are confirmed/refined through an observation of manholes, hand holes, inlets and various other types of above-ground appurtenances. Level B - Surface-Based Detection- Based upon available records and visual surveying, Level Butilizes surface-based detection methods to determine horizontal locations of target utilities. Methods utilized include Electromagnetic Field Detection and Ground Penetrating Radar. Level A - Excavate and Expose -Level A implies physical location of the underground utility. This methodutilizes air or hydro-excavation to physically expose the utility and visually confirm its exact depth and condition. LINE TYPE LEGEND APPROXIMATE BOUNDARY LINE EASEMENT LINE BUILDING BUILDING SETBACK LINE WATER LINE (RECORD) SANITARY SEWER LINE (RECORD) STORM SEWER LINE (RECORD) UNDERGROUND GAS LINE (RECORD) OVERHEAD UTILITY LINE (RECORD) UNDERGROUND ELECTRIC LINE (RECORD) UNDERGROUND TELEPHONE LINE (RECORD) FENCE ASPHALT PAVEMENT W SS SD GAS OHE UGE CBL X X TABLE A ITEM NOTES Pursuant to document provided by the Civil Engineering Consultant (CEC) titled "Modified ALTA Instructions to Professional Surveyors for the Performance of Walmart Inc. Boundary Retracement and Topographic Surveys, (Expansions, MFCs-Market Fulfillment Centers and Walmart Fuel Stations Carve Outs)" dated 8/12/2022. Item 2 The surveyed property address is 1400 McCreary Road, Wylie, Texas, 75098. Item 3 According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48085C0415J, for Collin County, Texas and incorporated areas, dated 06/02/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain". If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This statement is not intended to create liability or constitute a warranty of flood conditions. The floodplain lines shown hereon, if any, are approximate and are based on GIS data from the FEMA website. Item 5 Bearing system is based on the Texas Coordinate System, North Central Zone (4202), North American Datum of 1983 (NAD 83), coordinates and distances are grid, U.S. Survey Feet. Elevations shown hereon are NAVD88, based on an on-the-ground survey using GPS observations. Benchmarks are as shown on the survey and Benchmark Table. Item 6(a) Pursuant to the Property Zoning Report, provided by Zoning-Info, dated April 20, 2026, the surveyed property has a current zoning classification of PD 2017-07. The setback, height, and area requirements per said report are as follows: Item 6(b) The setback lines illustrated on this survey are shown solely as provided in the above mentioned zoning report/letter and required no interpretation by the surveyor and is shown solely as provided in the zoning report. No independent verification has been performed, and no representation or warranty is made as to the zoning classification, accuracy, completeness, applicability, interpretation, or compliance of the information provided. Item 7(a) As shown on the survey, limited to design/build area. Item 7(b)(1) As shown on the survey, limited to design/build area. Gross building area is per information shown in the Wal-Mart store planning project management application system (Lucernex). CEC to confirm with Architect of Record (AOR) if information is accurate. Item 7(c) As shown on the survey, limited to design/build area. Item 8 As shown on the survey, limited to design/build area. Item 9 As shown on the survey, limited to design/build area. Reference parking table on the CEC Site Plan for overall site parking count. Item 11(a) Underground utility lines shown hereon are based on construction plan sheets prepared by Kimley-Horn, dated May, 19, 2014 and/or available City utility maps. This survey reflects the above-ground indications of utilities. No guarantee is made that the utilities shown comprise all such utilities in the area, whether in service or abandoned. Furthermore, no representation is made that underground utilities, if shown, are in the exact location indicated. Underground utilities or other buried features have not been physically located. Item 11(b) Underground utility lines shown hereon are based on a Level B Subsurface Utility Investigation prepared by Vosburg-Welsh, dated July 10, 2026. This survey reflects the above-ground indications of utilities. No guarantee is made that the utilities shown comprise all such utilities in the area, whether in service or abandoned. Furthermore, no representation is made that underground utilities, if shown, are in the exact location indicated. Underground utilities or other buried features have not been physically located. Item 15 Mobile LiDAR was used in conjunction with a manned survey crew to collect topography of the site. This data meets or exceeds USGS QL1 survey standards and has been independently field verified. Item 19 Professional Liability Certificate of Insurance to be furnished upon request of client. Item 20(a) - Additional Requirement This survey includes only those easements shown in the referenced title commitment and those apparent from a review of the public records referenced therein. No representation is made regarding easements or encumbrances outside the scope of the title evidence reviewed. TITLE NOTES: (Pursuant to the Commitment for Title Insurance, issued by Stewart Title Guaranty Company, GF No. 265345TX, effective date October 26, 2025 and issued November 03, 2025.) These notes apply only to Lot 1, Block A being 5.254 acres of CREEKSIDE RETAIL ADDITION, in the John W. Mitchell Survey, Abstract No. 589, City of Wylie, Collin County, Texas, as set out in Volume 2015, Page 33 of the Map Records, of Collin County, Texas. 1. The following restrictive covenants of record itemized below: Those recorded in Volume 2016, Page 33, Map Records, Collin County, Texas, those recorded in Clerk's File No. 2009001256050. (Affects Lot 1, blanket in nature, not shown) 10. The following matters and all terms of the documents creating or offering evidence of the matters: b. The following building setback lines, utility easements, right of ways and all matters as shown on plat recorded in Volume 2015, Page 33, Map Records, Collin County, Texas. (Affects Lot 1, located in survey area, as shown) c. Drainage Easement granted to Inner Circle Partners, LP, recorded in Clerk's File No. 2007000781740, Official Records, Collin County, Texas. (Affects Lot 1, not located in survey area, as shown) d. Terms, conditions and provisions contained in certain Dedication and Impact Fee Agreement recorded in Clerk's File No. 20130614000824420, Real Property Records, Collin County, Texas; refiled for correction in Document No. 20130628000900370, Real Property Records, Collin County, Texas. First Amended recorded in Document No. 20131021001444010 and 2014000142730, Real Property Records, Collin County, Texas. (Affects Lot 1, blanket in nature, not shown) e. All terms, conditions and provisions of certain Utility Easement and Covenant of Access, Recorded in Clerk's File No. 2025000058581, Official Records, Collin County, Texas. (Affects Lot 1, located in survey area, as shown) PROPERTY BOUNDARY LIMITED SURVEY AREA BETSY LANE Survey Date:July 171111111, 2026 ___________________________________________________________ Daniel D RRRR. ArthRRur Registered Professional Land Surveyor No.5 Kimley-Horn and Associates, Inc. 32 09/15/2026 Item 1. Wylie Planning & Zoning Commission AGENDA REPORT Department: Planning Item Number: 2 Prepared By: Renae’ Ollie Subject Hold a Public Hearing, consider, and act upon, a recommendation to City Council regarding the writing of an ordinance for a change in zoning from Planned Development 2017-04 Single-Family District (PD2017-04-SF) to Planned Development 2026-13-Single-Family (PD2026-XX-SF) to remove references, rights and obligations with respect to the Stonehaven House. Property generally located at the northwest corner of Ballard Avenue and Alanis Drive. (ZC 2026-13). Recommendation Motion to recommend (approval, approval with conditions or disapproval) as presented. Discussion In preparing the necessary documents to move forward with the relocation of the historic Stonehaven House as directed by the City Council, staff is presenting an amendment to Ordinance 2017-04 to remove all reference to the Stone House within the body of the ordinance. At the direction of the city attorney, it has been recommended that the ordinance regulating Stone Ranch Subdivision be amended. The city attorney’s office conducted a title search on the property that reflected a 10’ utility easement and the noted restrictive covenant documents on title, but nothing else. The restrictive covenant documents (CC&Rs) as filed with Collin County reflect language that the Stone Family House is an integral part of the residential property. The CC&Rs are not regulated nor enforceable by the City. Staff reached out to the HOA leadership asking if they would be amenable to amending their regulations to remove all reference to the Stone House. They are working on getting this through the membership. A summary of the proposed ordinance changes are as follows: - The Stone Family House will be moved to a Park on the property relocated from the property. - The allowed uses for the Stone House shall be categorized as Accessory Community Center and defined as being an integral part of a residential project that is used as a place of public meeting, recreation, or social activity, regardless of ownership. - Wylie Historical Society responsibilities include: a. Maintain the Stone Family House. b. Take ownership of the Stone Family House c. Responsible for the security of the Stone family House. d. Pay for the electricity used at the Stone Family House. - Open Space Improvements, including 1 Tot Lot, 2 park benches, 2 picnic tables, 1 trash can, move the Stone Family House to the park with a new front and back porch, a total 10 car parking lot with 2 handicap spaces - Moving Stone Family House with a 10 car parking lot. 33 09/15/2026 Item 2. All other aspects of the ordinance remain in effect. Notices were sent to two hundred and twenty four property owners within 200 feet as required by state law. At the time of posting, one response was received in favor and one in opposition of the request. 34 09/15/2026 Item 2. 35 09/15/2026 Item 2. A summary of the proposed ordinance changes are as follows: • The Stone Family House will be moved to a Park on the property relocated from the property. • The allowed uses for the Stone House shall be categorized as Accessory Community Center and defined as being an integral part of a residential project that is used as a place of public meeting, recreation, or social activity, regardless of ownership. • Wylie Historical Society responsibilities include: a. Maintain the Stone Family House. b. Take ownership of the Stone Family House c. Responsible for the security of the Stone family House. d. Pay for the electricity used at the Stone Family House. • Open Space Improvements, including 1 Tot Lot, 2 park benches, 2 picnic tables, 1 trash can, move the Stone Family House to the park with a new front and back porch, a total 10 car parking lot with 2 handicap spaces • Moving Stone Family House with a 10 car parking lot. 36 09/15/2026 Item 2. 1 1 1 ORDINANCE NO. 2017-04 AN ORDINANCE OF THE CITY OF WYLIE, TEXAS, AMENDING THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF WYLIE, AS HERETOFORE AMENDED, SO AS TO CHANGE THE ZONING ON THE HEREINAFTER DESCRIBED PROPERTY, ZONING CASE NUMBER 2016-16, FROM PLANNED DEVELOPMENT 2015 -11 -SINGLE FAMILY DISTRICT (PD2015-11-SF) TO PLANNED DEVELOPMENT 2017-04 -SINGLE FAMILY DISTRICT (PD2017-04-SF) TO ALLOW A MINIMUM LOT SIZE OF 7,200 SF ON LOTS 2-9 BLOCK B, LOTS 13-16 & 19-22 BLOCK C, LOTS 2-6 & 9-13 BLOCK D, AND LOTS 2-8 BLOCK F; PROVIDING FOR A PENALTY FOR THE VIOLATION OF THIS ORDINANCE; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A SEVERABILITY CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Planning and Zoning Commission and the governing body of the City of Wylie, Texas, in compliance with the laws of the State of Texas with reference to the amendment of the Comprehensive Zoning Ordinance, have given the requisite notices by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all property owners generally and to owners of the affected property, the governing body of the City is of the opinion and finds that the Comprehensive Zoning Ordinance and Map should be amended; NOW, THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: That the Comprehensive Zoning Ordinance of the City of Wylie, Texas, be, and the same is hereby, amended by amending the Zoning Map of the City of Wylie, to give the hereinafter described property a new zoning classification of Planned Development 2017 -04 -SF PD -2017 -04 -SF), said property being described in Exhibit A (Legal Description), Exhibit B (PD Conditions), Exhibit C-1 (Zoning Exhibit) attached hereto and made a part hereof for all purposes. SECTION 2: That all ordinances of the City in conflict with the provisions of this ordinance be, and the same are hereby, repealed and all other ordinances of the City not in conflict with the provisions of this ordinance shall remain in full force and effect. SECTION 3: That the above described property shall be used only in the manner and for the purposes provided for in the Comprehensive Zoning Ordinance of the City, as amended herein by the granting of this zoning classification. Ordinance 2017-04 Zoning case number 2016-16, from Planned Development 2015 -11 -Single Family District (PD2015-11-SF) to Planned Development 2017-04 -Single Family District (PD2017-04-SF) 37 09/15/2026 Item 2. SECTION 4: Any person, firm or corporation violating any of the provisions of this ordinance or the Comprehensive Zoning Ordinance, as amended hereby, commits an unlawful act and shall be subject to the general penalty provisions of Section 1.5 of the Zoning Ordinance, as the same now exists or is hereafter amended. SECTION 5: Should any paragraph, sentence, subdivision, clause, phrase or section of this ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this ordinance as a whole or any part or provision thereof, other than the part so declared to be invalid, illegal or unconstitutional, and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole. SECTION 6: This ordinance shall be in full force and effect from and after its adoption by the City Council and publication of its caption as the law and the City Charter provide in such cases. SECTION 7: The repeal of any ordinance, or parts thereof, by the enactment of this Ordinance, shall not be construed as abandoning any action now pending under or by virtue of such ordinance; nor shall it have the effect of discontinuing, abating, modifying or altering any penalty accruing or to accrue, nor as effecting any rights of the municipality under any section or provisions of any ordinances at the time of passage of this ordinance. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, this 10th day of January, 2017. ATTEST: Carole Ehrlich, City Secretary gc., Eric Hogue, Ma)/ DATE OF PUBLICATION: January 18, 2017, in the Wylie News Ordinance 2017-04 Zoning case number 2016-16, from Planned Development 2015 -11 -Single Family District (PD2015-11-SF) to Planned Development 2017-04 -Single Family District (PD2017-04-SF) 38 09/15/2026 Item 2. 1 1 EXHIBIT "A" LEGAL DESCRIPTION Being a 38.121 acre tract of land situated in the E. C. Davidson Survey, Abstract No. 267, in the City of Wylie, Collin County, Texas, and being the remainder of a tract of land conveyed to Charlotte A. Stoeckle as evidenced in Affidavit of Facts Concerning The Identity of Heirs recorded in Instrument 20120720000881090, Official Public Records Collin County, Texas (OPRCCT), and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod with yellow plastic cap stamped "WESTWOOD PS" set for the northeast comer of said Stoeckle tract and being in the southeast corner of a tract of land known as Westwind Meadows an addition to the City of Wylie according to the plat recorded in Cabinet B, Page 205, Plat Records, Collin County, Texas, and being in the west right-of-way of Ballard Street (Old Highway No. 78 a variable width right-of-way) and the beginning of a non -tangent curve to the right having a central angle of 04 degrees 49 minutes 31 seconds, a radius of 5729.29 feet and a long chord that bears South 02 degrees 53 minutes 48 seconds West a distance of 482.37 feet; THENCE along said west right-of-way of said Ballard Street and along the east line of said Stoeckle tract the following course and distance: Along said curve to the right an arc distance of 482.52 feet to a 5/8 inch iron rod with yellow plastic cap stamped "WESTWOOD PS" set for corner, and the beginning of a reverse curve to the left having a central angle of 04 degrees 49 minutes 37 seconds, a radius of 2729.58 feet and a long chord that bears South 02 degrees 53 minutes 45 seconds West a distance of 229.88 feet; Along said curve to the left an arc distance of 229.95 feet to a 5/8 inch iron rod with yellow plastic cap stamped "WESTWOOD PS" set for corner; South 00 degrees 28 minutes 57 seconds West, a distance of 132.20 feet to a 5/8 inch iron rod with yellow plastic cap stamped "WESTWOOD PS" set for corner and the beginning of a curve to the !eft having a central angle of 03 degrees 48 minutes 06 seconds, a radius of 5830.00 feet and a long chord that bears South 01 degrees 25 minutes 06 seconds East a distance of 386.76 feet; Along said curve to the left an arc distance of 386.83 feet to a 5/8 inch iron rod with yellow plastic cap stamped "WESTWOOD PS" set for corner, and the beginning of a non -tangent curve to the left having a central angle of 01 degrees 13 minutes 16 seconds, a radius of 5830.00 feet and a long chord that bears South 03 degrees 15 minutes 56 seconds East a distance of 124.25 feet; Along said curve to the left an arc distance of 124.25 feet to a 5/8 inch iron rod with yellow plastic cap stamped "WESTWOOD PS" set for corner, and the beginning of a reverse curve to the right having a central angle of 01 degrees 51 minutes 51 seconds, a radius of 2000.00 feet and a long chord that bears South 02 degrees 56 minutes 38 seconds East a distance of 65.07 feet; 39 09/15/2026 Item 2. Along said curve to the right an arc distance of 65.07 feet to a 5/8 inch iron rod with yellow plastic cap stamped "WESTWOOD PS" set for corner; THENCE South 45 degrees 00 minutes 05 seconds West, departing said common line a distance of 23.57 feet to a 5/8 inch iron rod with yellow plastic cap stamped "WESTWOOD PS" set for corner and being in the north line of Alanis Drive (60' ROW) ; THENCE South 89 degrees 34 minutes 55 seconds West, along the common north line of said Alanis Drive and the south line of said Stoeckle tract a distance of 983.31 feet to a 5/8 inch iron rod with yellow plastic cap stamped "WESTWOOD PS" set for corner; THENCE South 89 degrees 42 minutes 33 seconds West, continuing along said common line a distance of 148.17 feet to a 5/8 inch iron rod with yellow plastic cap stamped "WESTWOOD PS" set for the southwest corner of said Stoeckle tract the same being the southeast corner of a tract of land described in deed to Danny P. Sellers and Marion G. Small recorded in County Clerk's File No. 96-0104910, Official Public Records, Collin County, Texas, and being in the north line of said Alanis Drive; THENCE North 00 degrees 44 minutes 11 seconds West, departing said Alanis Drive and along the common west line of said Stoeckle tract and the east line of said Sellers and Small tract, the east line of a tract of land described in deeds to Milford Founders, LTD, recorded in Document No. 2003-0228819, Official Public Records, Collin County, Texas, (50% ownership) and Freshe PM, LLC recorded in Instrument No. 20140714000722710, Official Public Records Collin County, Texas, (50% ownership) and the east line of a tract of land known as Westwind Meadows No. 3, an addition to the City of Wylie according to the plat recorded in Cabinet F, Page 643 Plat Records, Collin County, Texas, a distance of 1442.83 feet to an "X" cut in concrete set for corner; THENCE North 89 degrees 56 minutes 45 seconds East, along the common south line of aforementioned Westwind Meadows and north line of said Stoeckle tract a distance of 1183.80 feet to the POINT OF BEGINNING and containing 38.121 acres or 1,660,548 square feet of land more or Tess. 1 1 1 40 09/15/2026 Item 2. 1 1 1 EXHIBIT "B" CONDITIONS FOR PLANNED DEVELOPMENT ZONING CASE No. 2016-16 I. GENERAL CONDITIONS: 1. This planned Development District shall not affect any regulations within the Code of Ordinances, except as specifically provided herein. 2. All regulations of the Single Family 10/24 set forth in Article 3, Section 3.2 of the Comprehensive Zoning Ordinance (adopted as of May 2011) are hereby replaced with the following: Figure 3-4 - Planned Development — Single Family (PD — SF) Lot Size (Minimum) Lot Area (sq. ft.) Lot Width (feet) Lot width of corner Lots (feet) Lot Depth (feet) Lot Depth of Double Front Lots (feet) Dwelling.Regulations - Minimum ,Square,Footage A/C space) 25% of the lots 35% of the lots 40% of the lots Lots backing to Alanis Drive Design Standards Level of Achievement Yard Requirements MainStruetures Front Yard (feet) Side Yard (feet) Side Yard of Corner Lots (feet) Side Yard of Corner Lots (feet) on key lots Rear Yard (feet) Rear Yard Double Front Lots (feet) Lot Coverage Heighfof Structures Main Structure (feet Accessory Structure (feet) 7,200 60 65 100 110 1,800 2,000 2,200 2,600 See Section III Design Conditions 20 5 10 20 15 20 50% 40 14 41 09/15/2026 Item 2. II. SPECIAL CONDITIONS: 1. Maximum number of residential lots not to exceed 145 lots. 2. Key lots are defined as a corner lot which is backing up to an abutting side yard. 3. Three -tab roofmg shall not be permitted. 4. No alleys shall be required within the Planned Development. 5. Lots which back onto park land shall provide a decorative iron fence of uniform design to be installed by the homebuilder, as approved , by the Planning Department. 6. The Development Plan attached as Exhibit "C" shall serve as the Preliminary Plat. 7. Minimum lot size of 7,200 sf on Lots 2-9 Block B, Lots 13-16 & 19-22 Block C, Lots 2-6 & 9-13 Block D, and Lots 2-8 Block F. All others lots shall be minimum 8,500 s.f. 8. All lots that back up to Alanis Drive shall be a minimum dwelling size of 2,600 s.f. 9. Existing trees greater than 6 inch caliper within the flood plain shall be protected in accordance with City's Tree Preservation Plan. 10. Open space, drainage & floodway easement, and public hike & bike trail shall be dedicated to the City of Wylie in accordance with City's Subdivision Regulations. 11. The Stone Family House will be moved to a Park on the property. 12. The allowed uses for the Stone House shall be categorized as Accessory Community Center and defined as being an integral part of a residential project that is used as a place of public meeting, recreation, or social activity, regardless of ownership. 13. Maintenance of the Park Area Maintenance of the park area will be the responsibility of the homeowners' association HOA). A. HOA maintenance and responsibilities of amenities include: a. Clean up and litter removal. b. Landscaping installation, care, and maintenance. c. Trimming, clearing, and removal of unwanted vegetation as determined by the City Park Division. d. Maintain irrigation system, pay for the water used in the system and test all backflow devices annually as per City requirements. e. Maintain benches, tables, concrete trail, and any other installed improvements, per Exhibit "P". Coordinate with the City Park Department prior to the replacement or removal of any improvement for consistency with City Park standards. B. City responsibilities of amenities include: a. Perform playground safety inspections by qualified personnel. 42 09/15/2026 Item 2. 1 1 C. Wylie Historical Society responsibilities include: a. Maintain the Stone Family House. b. Take ownership of the Stone Family House c. Responsible for the security of the Stone family House. d. Pay for the electricity used at the Stone Family House. 14. All Park Amenities as described in Exhibit "P" and as approved by the City Parks Department, shall be installed prior to the issuance of a Certificate of Occupancy. IV. DESIGN CONDITIONS: A. Land Design Standards – New Residential Requirements Desired Land Design requirements are achieved by projects in accordance with Exhibit "P" and the following criteria: 1. Provision of Public Pathways - Public Open Space a. Base Standard 1) Trail shall be constructed to the City's standards. Open space parkland shall be in accordance with Exhibit "P" as adopted by this ordinance. a) 8' Hire & Bike Trail, with 6' in front of dwellings, achieving link in city trail system. b) Open Space Improvements, including 1 Tot Lot, 2 park benches, 2 picnic tables, 1 trash can, move the Stone Family House to the park with a new front and back porch, a total 10 car parking lot with 2 handicap spaces c) Distinctive striping and buttons or similar approved by city engineer shall be installed at trail crossings. 2) The public pathway system easement(s) shall be connected along existing or planned utility rights-of-way and/or public property lines to any existing or planned public trail system on abutting land. Locate the public open space easement to provide for future connections to be made by others across intervening property to any existing or planned public trail system on land that does not abut the development. Subdivision Dev elopment Public Open Space Easemen Open Space— Street Public Access 43 09/15/2026 Item 2. b. Desirable Design Attributes Single -loaded Street along open space and access per Exhibit "P". 2. Provision of Public Pathway — Perimeter Walkways and Landscape a. Base Standard 1) Per Exhibit "P" and coordinate improvements with the City of Wylie. 2) Landscaping and Tree Preservation shall be in accordance with Exhibit "C". The following trees and shrubs are recommended for landscaping and screening purposes and shall be of a species common or adaptable to this area of Texas: 1. Large Trees: Pecan Burr Oak Southern Magnolias Bald Cypress 2. Small Trees: Yaupon Hollies Wax Myrtle Red Bud Cedar Elm 3. Evergreen Shrubs: Red Tip Photinia Nellie R. Stevens Yaupon Holly Nandinnia Japanese Ligustrum Abelia Barberry Honeysuckle Boston Ivy Monkey Grass Vinca Ophia Pogon Purple Sage The following trees are discouraged Red Oak Water Oak Live Oak Crape Myrtle Cherry Laurel Japanese Black Pine Burford Holly Chinese Holly Clearra Dwarf Crape Myrtle Waxleaf Ligustrum Junipers Asian Jasmine English Ivy Liriope Virginia Creeper Mondon Grass Elaeagnus Pistachio for landscaping and screening purposes: 1 44 09/15/2026 Item 2. 1 1 1 Silver Maple Hackberry Green Ash Arizona Ash Mulberry Cottonwood Mimosa Syberian Elm American Elm Willow Sycamore Bradford Pear b. Desirable Design Attributes None 3. Lighting and Furnishings Along Open Space, Easements and Trails a. Base Standard 1) Benches with backs installed per Exhibit "P" 2) Provide distinctive striping and buttons or similar cross -walks approved by city engineer at street connectors. 3) 8' wide distinctive striping and buttons or similar approved by city engineer at main entry; 6 ft wide at interior street connectors per Exhibit "P" b. Desirable Design Attributes 1) 2 Benches, 2 Picnic Tables, 1 Trash Can and 1 Tot Lot, per Exhibit P", to be coordinated with Parks Department. 2) 8' wide distinctive striping and buttons or similar approved by city engineer crossing at main entry; 3) Moving Stone Family House with a 10 car parking lot. B. Street and Sidewalk Standards — New Residential Requirements Desired street and sidewalk requirements are achieved in accordance with the following criteria: 1. Street Treatments — Entry Features and Signage at Entries a. Base Standard Architectural features on stone monument (no brick) with landscaping and incorporated into open space area and illuminated by means other than street lights. b. Desirable Design Attributes Decorative iron accent panels or 2 or more different type/color of stone can be synthetic or cultured). 45 09/15/2026 Item 2. 4 W J• J Nir 11,11x:' t 1 2. Street Treatments — Street Name Signs a. Base Standard Block numbers shall be incorporated with street lighting that is coordinated throughout the subdivision. b. Desirable Design Attributes: None 3. Street Treatments — Pedestrian Crosswalks a. Base Standard All crosswalks within a Residential development are to be 8 feet wide at trail crossings with distinctive striping and buttons or similar approved by city engineer and must connect to a pedestrian sidewalk system with pedestrian ramps complying with the American with Disabilities Act, to provide a clear, continuous pedestrian and circulation system throughout a subdivision. b. Desirable Design Attributes: Provide 8 ft. wide, connected system of distinctive striping and buttons or similar approved by city engineer at Trail Crossing at Main Entry. 4. Pedestrian Sidewalks - Sidewalk Locations a. Base Standard 4 feet wide concrete pedestrian sidewalks shall be located on both sides of the street, in the right-of-way of every internal street. b. Desirable Design Attributes: None 5. Mail Boxes a. Base Standard 1 46 09/15/2026 Item 2. 1 1 1 Mail boxes shall provide number plaque and brick to match the resident. b. Desirable Design Attributes: Same stone and brick as house exterior trim to mail boxes. 6. Pedestrian Sidewalks - Sidewalk Lighting a. Base Standard Decorative street lighting shall be provided along residential streets throughout all Residential Developments, providing low illumination with decorative poles with spacing ranging from 250 feet to 350 feet between lights placed on alternating sides of the street. A Street Lighting Plan must be submitted to the City Engineer for approval. The City Engineer is authorized to alter the distance requirement if needed in an effort to achieve the best lighting arrangement possible. b. Desirable Design Attributes: None 7. Perimeter Alleys a. Base Standard No Alleyways are required for the subdivision. b. Desirable Design Attributes: None C. Architectural Standards — New Residential Requirements 1. Building Bulk and Articulation a. Base Standard 47 09/15/2026 Item 2. In order to avoid large blank facades, variations in the elevation of residential facades facing a public street shall be provided in both the vertical and horizontal dimensions. At least 20 percent of the facade shall be offset a minimum of 1 foot either protruding from or recessed back from the remainder of the facade. b. Desirable Design Attributes: None 2. House Numbers a. Base Standard All single family residential units shall have lighted front stone wall plaque with resident address beside the main entry of the dwelling unit. b. Desirable Design Attributes: None 3. Exterior Facade Material a. Base Standard All single family residential units shall have a minimum of eighty (80) percent of the exterior facade composed of kiln -fired clay brick, rock, or masonry stucco with the balance being window boxes, gables, architectural shingle and etc., but not 20% siding, excluding windows, doors and other openings. Glazing shall not exceed twenty-five (25) percent of the front elevation of the residence. Dormers, second story walls or other elements supported by the roof structure may be composite masonry materials if approved by the Building Official as having the same durability as masonry or stone and when offset at least six (6) inches from the first floor exterior wall. Wood, vinyl siding and EIFS materials shall not be used for exterior walls. b. Desirable Design Attributes: None 4. Exterior Facades — Porch a. Base Standard Each single family residential unit shall have a combined total covered front, side or rear entry of a minimum of 120 total square feet of floor area. 1 48 09/15/2026 Item 2. 1 1 1 b. Desirable Design Attributes: Two or more sides of covered porches, or pitched cover incorporated into roof lines of house 5. Exterior Facades - Chimneys a. Base Standard Chimney flues for fireplace chimneys are to be within a chimney enclosed with masonry matching exterior walls of the residential unit and capped. b. Desirable Design Attributes: Fireplace chimneys shall incorporate 40 percent stone, matching the accent exterior facade materials of the house for houses with Chimneys. 6. Roofs and Roofing - Roof Pitch a. Base Standard All single family residential units shall have a minimum roof pitch of 8:12, with articulation, dormers or a combination of hip and gable roofmg. b. Desirable Design Attributes: None 49 09/15/2026 Item 2. 7. Roofs and Roofing - Roofing Materials a. Base Standard All single family residential units shall have architectural -grade overlap shingles, tile or standing seam metal. Wood shingles are not permitted. Plumbing vents, attic vents, and other rooftop accessories are to be painted to match the roof shingle color. b. Desirable Design Attributes: None 8. Roofs and Roofing - Roof Eaves a. Base Standard No wood fascia or soffits are permitted. 1212 1112 5E12 4:1 IVinimum Roof Pitch Allowed 8:12 12 b. Desirable Design Attributes: None 9. Repetition of Residential Unit Designs — Repetition of Floor Plan and Elevation a. Base Standard A minimum of five (5) platted residential lots must be skipped on the same side and three (3) lots must be skipped on the opposite side of a street before rebuilding the same single family residential unit with an identical (or nearly identical) street elevation design. The same floor plan shall not be repeated on neighboring, side by side lots or directly across the street. 1 1 1 50 09/15/2026 Item 2. i u -- .L. - L I- i - T f1 r' T T' T. , T T ---r T T NO IL71 It 4 32 1 3LO SKIP ED OPITE 10E40)5 6 I 6 I 7 I 171 • • 5L0 4P ED 32D '' 1 IBI T22I•17I-51 -61-7 1 NO 1_ II 0011 1 1 1 1 I OK I 1 1 1_1 1 '_ 7-i T T T r---1---7 T T 7- , . T T -r-- Identical Identical or nearly identical floor plan means that the layout, size and function of the rooms are essentially the same Identical or nearly identical street elevation design means little or no variation in the articulation of the facade, height or width of facade, placement of the primary entrances, porches, number and placement of windows, and other major architectural feature. It does not mean similar colors, materials, or small details. b. Desirable Design Attributes: None 10. Garage Entry a. Base Standard Garage doors can be located on the primary street elevation of a single family residential unit with an upgraded insulated door with carriage hardware. The primary street would be the addressed street front. Garages may face the street on a corner lot side yard. Each garage shall be a minimum of 2 car garage. b. Desirable Design Attributes: 51 09/15/2026 Item 2. None 11. Dwelling Size a. Base Standard The minimum square feet of floor space shall be (25%) of the houses 1,800 s.f. , (35%) of the houses 2,000 s.f. , (40%) of the houses 2,200 s.f. , all lots backing Alanis 2,600 s.f measured within the outside dimensions of a residential dwelling unit including each floor level, but excluding carports, garages, and breezeways. 12. Fencing a. Base Standard 1) Front yard fences (if provided) shall be permitted to a height of 4 feet maximum with minimum 50 percent transparency constructed of wood or wrought iron. 2) Side and rear yard fences (if provided) shall be permitted to a height of 8 feet maximum and constructed of wood with metal posts and rails to the inside. 3) Pressure treated wood is prohibited. 4) Fences shall be constructed of decorative iron next to public open space, and shall be minimum 4 ft in height. b. Desirable Design Attributes None 13. Landscaping a. Base Standard 1) Each residential dwelling shall have sodded front, side, and rear yard with a minimum of 2 trees and 5 shrubs in front yard. 2) All landscaped areas must be kept in a healthy and growing condition. Any plant materials that die during a time of year where it is not feasible to replant shall be replaced as soon as possible. b. Desirable Design Attributes Each residential dwelling unit shall have an automated, subsurface irrigation system. 14. Outdoor Lighting a. Base Standard All residential dwelling units shall have an illuminated standard porch light at the front entry and drive/garage. b. Desirable Design Attributes 52 09/15/2026 Item 2. Front facade and drive/garage shall be illuminated by coach lights on each side of the garage and front yard activity area illuminated and wired to the interior of the house. 15. Conservation/Sustainability a. Base Standard Each residential dwelling unit must comply with the Energy component of the Building Code. b. Desirable Design Attributes None 1 53 09/15/2026 Item 2. GRAPHIC SCALE 60 0 60 120 20 J sAvon1r 11020' 529 211 SURVEYOR'S N016 1) MSG OF RUM I9 THE 866 OF BEARING GRO WRM, STATE PVNS COORDINATES Of THE 10045 COORDINATE SYSTEM MD 03 (COM 96) 1046S NORTH 00X1)01 20X0 (4202). Nw0 88. USING C11Y OF ABLE GEODETIC CONTROL AMU MONUIENIS 2) AL 000x215 SD 011 20x001100 64H A 9/9" DMMETER DON ROD NM mLO* MASTIC CAP STAMPED *£51x050 PS", UNLESS 00011166E 1:]100. 3) ILL COCRD6111E5 902N ME TOM STATE PLANE NASI (00)596), TEXAS 100M cornsx. 2000 1202, 2156080. U5 SURVEY FEET WITH A COMBED SCALE FACTOR OF 1.0001077. 100100 N016 1) LOIS 1-11 PIRWGH 0-6 ARE 10 0E OWNED BY THE CITY OF MIK 040 4)1611021[0 NY THE HDA 2) LOT 9-8 IS TO DE OWNED MM WANED RY TNE MY VINE. 3) 5°111X0 A PORION OF TIS MORON BY METES 000 BUNGS 5 A 00)4106 21 COY SUBOVSON O9GNASGE AND 514E PUTO5 STAINES AND IS BRACT TO FINES AND 6104)1000610 OF woo MO BUVONG CERi1YAIES 2 21 \ JO' LONE STAR CAS CONPM MENEM VOL 1307, PO 76 IO116852 I 9.20(j 9°14'58"E ' X8 121,35 I I 754220 X692,43, 6"E n 8 c OI 23449.1 456"Ex612141' 7 8Po" 7.28621. N6014'58 -E 21,45' B m 1]1993. 2169°14'56"E 15' *30100 ALIM -+ 121 45' 10 WINDCREST DRIVE MATCH LINE 3P 4 IYESTNIND*114215 $ PHASE 1 B00k-B Page -205 6 LOT 44 10202 S.F. DEDICATED P06618001016607101 WYIE,MANTANED BY THE HOA AS PERM AGREEMENT ORDINANCE 920541 53 51' 102029E 84738' X69°56'46"E 297.38' ADLER DRIVE 1 L37 113 69'13)11[ - _ 113.69' ' 1 17 3RD ., 18B 8° 9 868820 n m SS 85029./. m 25' 25 I 7].202/, m 0 732090 9 STONEYBROOK DRIVE IT 30' LONE STAR GAS 0514PANT EASEMENT VOL 1307, PG. 6 5/80°50045"8 11)8.4)01' 115.97 110199I 8N3P. 1200'012000' 22 109529.0 421 6114.52TW20.00' X8901458"E 589°14'52"W ' I p0) I 21 9°14'521 1 123.68 12].66' -l.- 8120.00' 10'320 !6 8I 5 €:8 I 74859./. m 7310/ n $69°t4•S2 M' N N69°I0'S2'E 12358' 1 12000' 20 g -I-10'23 4 ©D n 74859.0. g m 752006 u 56'123.6 YW 1 a ni I N 92000' E123.68 I 8120.00' 21 m .. 745010 5169°14'52"W 23 66 4859./. 9°14'SYE I X6123.60' e I'" 158.821E I 2166' X89E 4743020 I N09°14'57723.68 OB 5 .4 13 ry d ]]5121 ]15021 ei X89°1'SW'E 1 m! X89414'02'E 2121.5]' 123.66' I 12 1.7229/, 1150111. X69°14'56"E Im C 21.5] 9°14'52"E 3 m 9 I N812J 68 m 74]820 6 - n I 1I j 3) A I N 05079.1. 69 4'01-E ua. n ..1 12261'0.* ° - 23,01.0 IN 8123.65' 298921. W 00 25 14'58`0 1 0 m I 85012/. 650191. 32612165' I .4 n g 106911150E 51°2' 34. 67-w_ I I 12369' 123.68' 9 © 258501..0 s s vi8183.65' 22745 0. 0 i 0.9 269°145]"w ! o 12368 021 n m 850120 o 0 7°,7'51'1 O0 y 2}66' 24 m 3 850190. Im 69614'52"W 123 5 186.182/. 1tl 69°14'53j 146]1• 65018.3. I 9°14'52'0 932 N8 1 123,65' m'21-1 6m8501 2m8501, /. 3) 1°18'SYE 1X812}66 270,. ce9416'57"W 23.66' in I e ^ 7 nm 28 n tl I 65019E 850700. fi 75691.. 5z•E s69010'sz w' R MILFORD DRIVE 4 Col ® 93614) 129' OB F9 m. 123® 0 am,. 10.5 ! ® Tma v. G'.0. 2-42 2-43 O Yca 0418 Ft Nffi = 92-1 MATCHCMUm LINE 29.25 13 14 15 16 I7 LOTS 51Ec PARK IAN°T0TNEU/10i MAINTAINED DYNE U.DA, NAA. A9PENP°AGREEMENT 16 615711.1 ACE/ OROINANF92DSSS1. 969°1452'111 1 I Ra 20.00' 10732011. 58120,00 1, 1l OLE 732..4, 589°14'52"W 120.00' m I N 7.12304. 0o3 7.12304.0- tO ]] 10028 1. 9014'52"F - 89°14'52"W88 12000 128,00' 2 08 13 7JT09r. 73200.E 58 m' I X 016'500 129° 14'52"W 1 1_ 120.00' 0,00 850191130191. m1 1 10'B.L r• , Bs jjjj .1000' 11000' JI N89014'52"E 290 00' 140\ 01` HUDSON DRNE, 361.74 3X 1 10,50' 8556. 10911. N89056,161 30649' BEEKMAN DRIVE 117.79f0'8.L 1176 -71 11 Bn a 12 No 88479,8 8849x/. 69°55'46"0 r '^ .. ° 55'34 w I lII156.31' 85/8 ml5612627' 8500210 IIIIP°^• 069°12'5j_E_ m fOLC128 o7 I B 0.v 11501,/. 3 3I 2 85008.(. R n' X87°26'04'96'' O'UE 144 14650160 I n 9H3e°51'2p1 es In75650160E p X85°30'33'05 o2-3 w -1-' m o 5-13.36' 2 2 3 ta .0 8.1 1 2) 850120 € 11 P 686Iv 8507 ,,;10, % F- 00 _ _ , 1188°5650"W I > 60 }8' 68 }7 °3 8X0' 3 88C 0,0. I 85X89°td' I 122 76 7850..0 1169.14_57_E, UU s 12.53' 650890. 9 __ 2513' 18 10 11836 Ar 'To. 1163790 8 21' iI 20.00' N88432'36'w I 25' 25"1r 715190). NeA56.001V P 20,00' nIR725120 I Ne7°19'231w 1 A 1 10,8E 204 00' 72512/. ml I N66°42 -45,.20.0D r 51519./. N 66°2600' 0'w I I tu B115/nl.® j In3 m146,51' 2.0178501,1. A„ ROW P.O.B. U5 5 R NN 4 D=4049,04' 0=5729.59' 487,79' CD..481,54' CB=502°56'19"W Im 3 Te p 25 0 24 .4 23 '4,1 22 21 $ 3) 21 0 0 , `' 8501 0 5 5 6503 0. '§'T 651096 1.'1' 8775213) P 850..0 %. .g961. E 20'0.1 2 2 12 3811 fin 00'---603]----6638`- 6900'--1245' 715}' 56 171 spat49 389°14'52'1V 55063' D=4049'35' R a 6 X66°20'23'5 R=2720.58' N ijIzDW' ( ..229,95' ...IV 1 II CD=229.88' S 85039/. ,^° C3=502°55'59 -W I..0 1315.SO-1t1/2"IRF 13° Nfi0. 120 CO' W I 3 3m ----- 22 02' 12 0g 851220. 1,9 3 1693 WYLIE ./1 iWid LEGEND UBJECTTRACT VICINITY "MAP N.T,s. L_ 1/2"NF I/2" IRON ROD FOUND 5/0"CIRS 5/8" IRON ROD WITH YELLOW FLA5TIC CAP STAMPED YIES119000 PS" SET 0.0.0, PONT OF BEGINNING VDI, PC. VOWME, PAGE GP.8.GC.1. 03040101. PUBLIC RECORDS COL0N COUNTY, TEXAS M.R.1.0.T. MAP RECORDS. COLLIN COUNTY, 'EMS 2.R.GC.0. DEED RECORDS. COLON COUNTY. 10)05 B.L BUILDING UNE U.E. 0011111• EASEMENT D.E. UTILITY EASEMENT STREET NAME CHANGE S.F. SOMBRE FOOT Eem1, EASEMENT NST). 4 INSTRUMENT NUMBER DOC. No. 000UMENT NUMBER EXHIBIT C-1 OF STONE RANCH 138 RESIDENTIAL LOTS / 5 H.O.A. LOTS 38.113 ACRES OLTT OF THE E.C. DAVIDSON SURVEY, ABSTRACT NO. 267 IN THE CITY OF WYLIE, COLLIN COUNTY, TX OWNERS BLOOMFIELD HOMES L.P. 1050 E. HIGHWAY 114, SUITE 210, Soul -BLAKE, TEXAS 76092 817-416-1572 ENGINEER/SURVEYOR Westwood 4047.11. 00105E3 15. 2016 90005137 54 09/15/2026 Item 2. OWN. SCALE s0 0 60 120 Cum 1 1.20 Re. CI 79.15' 5040' C2 77.93' 5000 C3 14269' 500' C4 1915' 5000 15 79,78' 5000' C6 36922' 5811 40' C1 411 11' 556840 00 315.75' 552,40 6 24006 284964' CIO 24216 261464' CII 244,21' 269901' C12 77.41' 500 C13 2421' 25500' MATCH LINE Cum To. I Curve TC61e 0444 mere 0(463 0nv0 .99th Clem j length Red. 06/44 0904114' 94411149`56 71.14' C. 5901' 30500 011225'08' 08918'00' 64564'11# 7 C15 235.01' 50.00' 27700/0' 16044'26' 24714'52'4 90.99' 016 4739' 255.00 01038'58' 01041'54' 54435'49# 71.14' 07 6506' 28000' 01318'40' 091'25'34' 644'203758 71.59' 016 226.35' 28000' 0484030' 00856'27' 6031017 389.14' C20 201.11 5000 2904211' 004'14.13' 60013'40V 41302 C21 29.96' 37601' 00432'27' 0075206' 70024'39'3 37560' C22 269.41' 30500' 0465011' 004'46'36' 502'505956 23699' 721 31220'125500' 0474043' 00449'361 50755596 24209' 024 14090 255.56' 031'40'22' 004'49'36' 90755196 24410' 025 213.71'1 .31500' 0400049' 0664041' 644'5001'E 6992' C16 25248 28000' 051139'37' 00828'20' 686•31'41.2 34 20' 8684 © ONE ® 60 NM 1287A056f DIG mm 00 Cu 01 OM; I 5/14"('JR5 •--1-I;I;'64 f0 61' 11 83004.1. 0 NB9°14'52-E I 6 21,700„[-"'I 1 :47,7 E, n 65195./. o 71 9m ® 1 6 BLOOMFIELD NOMES LP DOC No, 10160106000016330 DANNY P. SELLERS AND MARION CF. SMALL 00C No. 96-0104910 0.P,R.CC T. 33, 8 47 5669°1•'53'7 121 60 6 854116. 8 4'5)-1 C na &mnn9 30717'437 1145'4560# 50604'36'4 5072826"E 065'50037 64756'1]7 N3728171 36750.5# 56048'14# 0621031Y 06717277 36710091 CRN length 5991' 70,71' 4733' 64,90' MAT 502]' 19 95' 252.57' 106.10 1X17' 20937' 14199' LFL F 15 La L9 00 111 612 113 1.16 LIS Fe 1eMe Length BLgrFq 14 14 Ito 604052-8 9556. 14.06 54.05'49 w 14 23 74 1 ,'067 19.14 6M911'521 14 14 522E 14. 644435'49-6 I a 541°18'54'[ 14,30 u 1 u 645°45.061 14 42522E 14 644814.62. 1411 5°45'067 9 63496714.1141 1490048-3 13 0 661 40., 10437 5479204fi7 uL19 L22 125 129 Lb133 LengthUna Bea.. 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MON C03596). 12093 NORIN C00R4 301E 4203, 454088, US SUNG RR W0N A 0681010 STALE 400108 OF 10001471. DEEM N0130 1) 106 I -X 1485629 4-8 ARE 10 BE 0WM0 18 TIE CRY OF NNE NM 0070746 74 116 NAA 2) LOT 5-0 6 10 BE WN30 AND 00430440 BY THE CIO WRs. 3) SELLING A PORTION 07 1416 6007656 6Y ME160 AND 8067015 6 A 45141409 OF 046 5466/644 4406186E AND STAR 5607160 7101276 40 0 6 SUMO 70 RMS 040 9R10CL91NC OF IR1111E5 AND BISON° C3R1g01E5 12368 1136B' •'- m`9 .9'14' '" "" s 67.001I _6500._ __6650___ 66,50'___ 6650___ 67.00'___ 6775 6825__{ i6• I B 19 1,,,...„ m 8 8 0 2400_ _ __ ; 276! a,, 850183 a ° 850151. 3 i 4709914.777 539944'57'6 1 12 68 © nn 13 B I I,2 I, o7.860 8 __BBDe LTARe6%a4 i'_8684849$R8731a1. 4 1 05017.4. n 830150 5689°94'57'4 u 89"l4's7'w I m 1175 [b' fie AA 5R' .... n1 13,656' 1]]68 12607 0 14615 fi I 609314'52'3 NB9°11'53-E 6 ` e4 7^ 7 37 w 71 SS g 28 I 1430/80 41 530756 1 8500,0 Lt '009614 67'20 "-_ 'SB9°19'S3'W' T J ry 1 S69°14'S2'W12368'__ /- ._ __13368'_- Ill. 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'§V. 8501801:d _ 145014% 63 145004./. 1:2 8500.11- BSOOVI. °O - 145004./ b 91384. 1 18030867 5609910 524 10' ainte, and e Wo56 Maintenance Eaml. 5/0'0474 90941 34'W 149,94 5/8 CWS LOT 3459454 SF. 02010260 MUPARC THECI9'OF WN6, M461416I4E0 UTNE I NOAASPER 098'60 MENiOPpNMtEX161611 aro STEWART ADO1TION 2 84170 / 0081126010004110 317 AInt<non a°Eeaeme nl JOSE ANO NANETTE 83536012 VOL, 3378. PC, 427 12 0 03 1351587. 16157a 0 Jr LOT 6.1.6025.6.02D.110 PMOUND TO. CM 01 WYD6, MANTNN60 Be 2116 ND AS PG Ng 6.9614641 06014666662013-11 d~ T m D.5°01'22' R.5830.00' - 1.511.09' CD.510.92' CB.S01°59'31'E 104 LI 31132 SA 030 RIIALW01011460.008828000E WYUE, MAINTAINED BY 156E NDA, ASPERPBAOREEMEM 06001.80 112013.t1 m/ Ma nllen noe EIm1, I3 ICO' „tunA, 40 Dna --- Wap Montano.. 6.1. 7,- 4-845' ROA DED/CATION 509'.33'57'W 988.13' ALAN'S DRIVE 60' ROW) 2 J BLAKEY ADO/ 70N NO 1 445070, /20120530010001220 10 BLAKEY A00/7045 750, I INSTR. /20060427010001650 168 1411 3/8"6/RS 04,..0s 5422. 94° 8'39'50'6 856 D=1053'46' R.2000.00' L.08.19' CD=66.19' CBI S03033'18•E JAMES AND ALICE BLAKEY VOL, 2390, PG 66 O.RC.C.7. WYL1E 0 SUBJECT744007 LEGEND 1/2•IRF 5/8•CIRS VOL. PG P,aO. O.P.R.LA 14.8.0.0.1 5.0 FC.T B.L. U.E. D.E. S. Am1565'48RDDC. No. r VICINITY MAP l/0" IRON RDD FOUND 5/8• IRON ROO WRN YELLOW PLASTIC CAP STAMPED 'WESTWOOD PS" SET POINT OF 660461140 VOLUME, PAGE OFFICNL PUBLK RECORDS, COLON COUNTY, TONS MAP RECORDS, COLLIN 001561X. TEXAS DEED RECORDS. COLUN COUNTY, TEXAS BUILDING 3166 UTILITY EASEMENT UMW( EASEMENT STREET NAME 0156560E SQUARE FOOT 6ME1EN7INSTRUMENT NUMBER D000MEM NUMBER EXHIBIT C-2 STONE RANCH 138 RESIDENTIAL LOTS / 5 H.O.A. LOTS 38.113 ACRES OUT OF THE E.C. DAVIDSON SURVEY, ABSTRACT NO. 267 IN THE CITY OF WYLIE, COLLIN COUNTY, TX OWNERS BLOOMFIELD HOMES L.P. 1050 E. HIGHWAY 1 14, SUITE 210, SOUTHLAKE, TEXAS 76092 817.416-1572 ENG1 NN E_E RR// S UUVVER YO RWestwood Tan. 1:ar. 0 Fmu.vxwu, OCTOBER 10. 2016 0005137 U z 11.1z 55 09/15/2026 Item 2. Ijt Saroigv6,1ktile 'intc!i • NIkkrphy Molitor Th Princtiton Herald e N.iiSacligl News 11.1F, YLIg qTAtrii .,F T[4 pouNre LLIN. Befnre me, the undersigned authority, on this day personally appeared Chad iingbroek, publisher of C & S Media, dba The Wylie News, a newspaper regularly published in Collin County, Texas and having general circulation in Collin County, Texas, who being by me duly sworn, deposed and says that the foregoing attached: City of Wylie Ordinances 2017-02, 2017-03 and 201V-04 was published in said newspaper on the followiqg date(s), January 18, 2017 Subscribed and sworn before me on this, the to certify which witness my hand and seal of office. SONIA A. DUGGAN P.ReiegliNotary Public, State of Texas 0-.7 Comm. Expires 08-18-2020 veleitigkos Notary ID 130783749 day of Notary Public in The State of Texas My commission expires jg 2017 Murphy/Saclisc/Wyl Office•110 N. Ballard • P.O. Box 369 • Wylie. TX 75008 t 972442-3313 fax 4472-442-43 18 Farrnersville/Prineeion Office • 101 S. Main • P.O. Box 514 • Fartaeriivillc, TX 75442 • 972-784-6307 • fax 972-782-7023 56 09/15/2026 Item 2. Ordinance ' — No. 2017-02 An Ordinance. of the City of Wylie, Texas, amending the Com- prehensive Zoning Ordinance of the City of Wylie, as hereto- fore amended, so as to: change the zon- ing on the hereinafter described Property, Zoning Case Number 2016-13, from Agri- cultural -30 (A-30) To Single -Family 10/24 ; SF -10/24) to allow for single-family develop- ment on 523 acres; providing for a penalty for the violation of .this ordinance; providing for the •repeal of all ordinances in conflict; providing a severabil- ity clause; and provid- ing for an effective date. 4C January 8- 9, 2017 Ordinance No. 2017-03 An Ordinance of 'the City of Wylie, Texas, amending the Com- prehensive Zoning Ordinance of the City of Wylie, as hereto- fore amended, so as to change the zon- ing on the hereinafter described Property, Zoning Case Number 2016-14, Commercial Corridor (CC) and Light Industrial (LI) To Planned Development - Commercial Corridor PD -CC) creating a single commercial lot on 4.904 acres; provid- ing for a penalty for the violation of this ordi- nance; providing for the repeal of all ordi- nances in conflict; pro- viding a severability clause; and providing for an effective date. Ordinance No. 2017-04 An Ordinance of the City of Wylie, Texas, amending the Com- prehensive Zoning Ordinance of the City , j.of Wylie, as hereto- ' fore amended, so as to . change: the zon- ing on .the hereinaf- ter described prop- erty, •Zoning Case Number 2016-16, from Planned Development 2015 -11 -Single Fam- ily District (PD2015- 11-SF) To Planned Development 2017-04 Single Family District PD2017-04-SF) to al- low a minimum lot size of 7,200 sf on lots 2-9 Block B, lots 13-16 & 19-22 Block C, lots 2-6 9-13 Block D, and lots 2-8 Block F; pro- viding for a penalty for the violation of this or- dinance; providing for the repeal of all ordi- nances in conflict; pro- viding a severability clause; and providing for an effective date 37-1t-106li 57 09/15/2026 Item 2. W ALANIS DR GOLL RD S BALLARD AVE S BALLARD AVE VIRGINIA L N ENCHAN T E D FOREST D R ENCHANTED FOREST DR CL O U D C R OFT DRSTONEYBROOK DR WINDCREST DR T R A V E R S D R SILVERCREEK DR ROCKINGHAM DR PR O V I D E N C E D R WI L L O W W A Y KEEN AVE WE S T W I N D W A Y ME A D O W L N FA I R F I E L D D R SANDIA PEAK CT MOREN O CT HUDSON DR ADLER DR C R ESCENT WAY BEEKMAN DR W ALANIS DR SHADOW GLEN TRL W E S T W I N D L N AS P E N L N HA M M O N D D R BIRCH GROVE DR MILFORD DR E ALANIS DR E ALANIS DR 1003 902 1004 713 707 606 609 109 814 705 704 308 714 723 715 903 714 505 407 1308 403 717 1002 609 507 700 806 403 1302 1018 1106 1004722 306 401 1020 705 716 802 714 705 706 704 905 809 301 802 415 1303 710 302 311 1005 1100 713 700 717 1005719 800 107 707 408 1301 106 723 706 812 1309 721 704 411 716 103 401700 707 902 1305 617 1114 800 716 410 1104 608 708 407 813 704 716 622 501 105 507 1000 808 709 810 503 702 806 613 307 300 111 304 407 603 1002 718 1310 1308 1022 505 409 112 612 1000 713 619 711 804805 720 1003 1306 104 616 1450 1304 713 1302 100 615 804 1300 503 705 706 704 709 1305 706 709 111 800 611 709 703 708 508 900 716 702 711 1001 706 713 715 405 411 107 702 100 108 413 308 1024 710 705 712 617 713 105 812 809 402 814 618 715 807 703 718 401 621 721 1006 701 717 308 409 712 708 708 710 305 1013 615 406 719 404 405 703 605 810 707 708 701 709 711 712 109 710 803 1304 707 711 711 717 110 611 614 703 715 401 707 403 300 901 102 702 704 106 807 400 718 102 712 700 303 301 1300 715 409 610 811 719 705 103 1307 721 900 714 703 405 811 711 806 1102 601 709 1110 802 1016 613 702 708 1306703 710 101 412 407 400 501 714 606 1001 712 706 904 804 101 1014 607 509 309 718 1502 1108 104 403 701 1112 405 702 813 712 623 808 815 719 1102 620 710 405 517 515 512 514 509 507 505 503 501 809 807 805 803 500 502504506508510 513 511 509 507 505 503 501 510 508 504 502 500 503 505 507 509511 513 1451 1401 300 302 304602600508506504500406402400306 1210 1208 1206 400 402 404 406 408 500 502 504 506 508 600 602 604 605 603 601509 507 505 503 501409 407 405 403 401 304 300 200 100 SUBJECT property 200 foot Notification Buffer ¯ ZONING CASE: ZC 2026-13 Stonehouse Amendment Date: 9/2/2026 ¯ Notification Map 0 100 200 300 400 500 Feet City Limit O U T S I DE WYL I E 'S CITY LIMIT City Limit COMPILED BY: G STAFFORD COLLIN ROCKWALLDALLAS 58 09/15/2026 Item 2. Public Comment Form First Name *Middle Name Last Name * Address * Case #* Response * Comments I agree and understand that by signing the electronic signature, that it is the equivalent to my manual/handwritten signature. Signature * Date of Signature Memory Dawn Wilks City Wylie State / Province / Region TX Postal / Zip Code 75098 Street Address 715 Westwind Way Address Line 2 ZC2026-13 1450 S. Ballard Ave. I am FOR the requested zoning as explained on the public notice I am AGAINST the requested zoning as explained on the public You have an obligation to maintain that home and I for one will do what I can to hold you accountable. That woman left all her money to the city and as soon at the contract was up you sold the property and are collecting tons of taxes on it! Do your job!!!!! It was already supposed to be fixed and you haven't held up your end. How dare you! 9/8/2026 59 09/15/2026 Item 2. Public Comment Form First Name *Middle Name Last Name * Address * Case #* Response * Comments I agree and understand that by signing the electronic signature, that it is the equivalent to my manual/handwritten signature. Signature * Date of Signature Michael Wilks City Wylie State / Province / Region TX Postal / Zip Code 75098 Street Address 715 Westwind Way Address Line 2 ZC2026-13 1450 S. Ballard Ave. I am FOR the requested zoning as explained on the public notice I am AGAINST the requested zoning as explained on the public The property was donated to the city and was supposed be maintained. 9/8/2026 60 09/15/2026 Item 2. Public Comment Form First Name *Middle Name Last Name * Address * Case #* Response * Comments I agree and understand that by signing the electronic signature, that it is the equivalent to my manual/handwritten signature. Signature * Date of Signature Fareedah M Abdul-Jabbar City Wylie State / Province / Region TX Postal / Zip Code 75098 Street Address 706 Rockingham Drive Address Line 2 ZC2026-13 1450 S. Ballard Ave. I am FOR the requested zoning as explained on the public notice I am AGAINST the requested zoning as explained on the public ZONING CASE # 2026-13. PLEASE REMOVE ASAP!!! 9/8/2026 61 09/15/2026 Item 2. Wylie Planning & Zoning Commission AGENDA REPORT Department: Planning Item Number: 3 Prepared By: Kevin Molina Subject Hold a Public Hearing, consider, and act upon, a recommendation to City Council regarding the writing of an ordinance for a change in zoning from Commercial Corridor - Special Use Permit (CC-SUP) to Commercial Corridor - Special Use Permit (CC-SUP) to allow for vehicle car sales on 4.118 acres located near 2021 N State Highway 78 (ZC 2026-11). Recommendation Motion to recommend (approval, approval with conditions or disapproval) as presented. Discussion OWNER: AJ ASSETS INC APPLICANT: Design3 and Associates The applicant is requesting to amend Special Use Permit 2023-04 to allow for the development of a stand alone dedicated auto sales structure located on Lot 2, Block A of Wylie Auto Addition. The current zoning is Commercial Corridor (CC) and Commercial Corridor - Special Use Permit. The current development on the subject property contains a minor automobile repair use. The site plan for this development was approved in October 2019. The existing Special Use permit 2023-04 allows for vehicle sales as an accessory use to the existing automobile repair shop on ten parking spaces located near the rear of the structure. The request replaces the existing SUP with a new proposal to remove the allowance of vehicle sales on Lot 1, Block A of Wylie Auto Addition and have it relocated to Lot 2, a currently undeveloped lot. The applicant is proposing to build a dedicated 3,500 sf auto sales structure on Lot 2. The development is providing 68 parking spaces with three being required to be ADA accessible. Parking rows are required to be limited to a max of 12 spaces per row. The development is in compliance with the landscaping requirements by providing at least 20% of landscaped area being 24,845 sf. The landscaping is placed along the parking areas and along the southern and eastern property lines. The exterior material consists of brick veneer, stone veneer and stucco. Loading services are located along the rear of the building out of view from the public right of way. The development is currently screened from the residential development to the south via a six foot tall masonry wall. If approved, the zoning exhibit shall serve as the site plan for the vehicle sales development. An amended plat shall be required for the relocation of drainage, utility and access easement prior to a certificate of occupancy being issued. The properties to the north, east and west of the subject property are zoned commercial. The subject property to the south contains a residential subdivision. The subject property lies within the Regional Commercial sector of the Comprehensive Land Use Plan. The proposed zoning is compatible with the Plan. 62 09/15/2026 Item 3. Notices were sent to 33 property owners within 200 feet as required by state law. At the time of posting one response was received in favor and three in opposition of the request. 63 09/15/2026 Item 3. 64 09/15/2026 Item 3. EX BLDG 2021 N STATE HWY 78 WYLIE, TX 75098 EXISTING DETENTION POND N 0 0 ° 5 1 ' 0 9 " E 2 8 0 . 0 0 ' N 0 0 ° 5 1 ' 0 9 " E 2 1 9 . 3 2 ' S 89°04'20" E 197.00' N 0 0 ° 5 1 ' 0 9 " E 2 8 0 . 0 0 ' S 89°04'20" E 197.00'S 89°04'20" E 162.41' S 0 0 ° 5 2 ' 3 2 " W 4 9 9 . 1 6 ' S 89°05'51" E 359.21' 24 ' F I R E L A N E 24 ' F I R E L A N E 12 10 06 05 06 10109 24' FIRE LANE 24' FIRE LANE 24' FIRE LANE 24 ' F I R E L A N E 24 ' F I R E L A N E US HWY 78 LOADING SERVICE AREA 24' FIRE LANE ACCESS AND UTILITY EASEMENTINST. NO 20201214010004820 P.R.C.C.T. PRIVATE-DRAINAGE EASTEMENT INST. NO. 20130610010001700 PROPOSED ONE STORY BUILDING 3500 SQ FT W W W W W W W W W W W W W W WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW PR O P . 8 " P V C W T R PR O P . 6 " P V C W W EX. 8" WTR LINE WW EX. 8" WW EX. 8" WTR WW WW WW WW PROP. FIRE HYDRANT PROP. 4' MANHOLE WW PROP. WATER METER PROP. WASTE WATER CLEANOUT EX. MANHOLE 57.00' 61.80' 178.68'123.57' DETENTION AND UTILITY EASEMENT INST. NO 20201214010004820 P.R.C.C.T. PROP. 1" IRRIGATION METER ZONING SIGN EXISTING 6 FT. HT. MASONRY WALL R28.00' R28.00' R28.00' 33.67' R28.00'R28.00' R28.00' R12.00' 24' R28.00' REVISIONS WYLIE AUTO SHOP AUTO 1ST 2021 N STATE HWY 78 WYLIE, TX 75098 CITY OF WYLIE, TEXAS ZONING EXHIBIT AND SITE PLAN SITE BENCHMARKS: BM1: PK NAIL SET IN CURB, 2.7' WEST OF WEST PROPERTY LINE, APPROX. 125' SOUTH OF HWY 78, ELEV 531.27 BM2: PK NAIL SET IN CURB, 97' EAST OF EAST PROPERTY LINE, APPROX. 47' SOUTH OF HWY 78, ELEV 529.44 CITY OF WYLIE CONTROL MONUMENT CM-1 MONUMENT IS LOCATED ON NORTH SIDE OF STATE HWY 78 NEAR EAST ENTRANCE DRIVE FOR THE CITY OF WYLIE MUNICIPAL COMPLEX AT 2000 N STATE HWY 78 ELEV 530.29 CITY OF WYLIE CONTROL MONUMENT CM-2 MONUMENT IS LOCATED ON NORTH SIDE OF STATE HWY 78 AND WEST OF SOUTH BALLARD ST NEAR SE CORNER OF BUILDING LOCATED AT 104 S BALLARD ST ELEV 530.24 GENERAL SITE AND ADA NOTES: 1. THIS SITE PLAN IS PREPARED FOR PERMITTING PURPOSES. REFER TO FINAL CIVIL CONSTRUCTION DOCUMENTS FOR DETAILED DESIGN AND CONSTRUCTION INFORMATION 2. CONTRACTOR SHALL ADHERE TO TXDOT AND CITY OF WYLIE STANDARDS, SPECIFICATIONS, DETAILS AND REQUIREMENTS 3. ALL NEW PAVING, HARDSCAPING AND SIDEWALKS ARE INTENDED TO BE INSTALLED TO MATCH EXISTING GRADE AT THE PERIMETER AND PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING, TYPICAL. 4. AN ACCESSIBLE PATH FREE OF BARRIERS SHALL CONNECT BUILDING ENTRANCES TO ADA PARKING AND UNLOADING ZONES, INCLUDING CITY SIDEWALKS IF THEY EXIST OR ARE REQUIRED. CURBED SIDEWALKS SHALL BE PROVIDED WITH APPROVED ADA CURB RAMPS, W/ 1:12 SLOPES ALONG ACCESSIBLE PATHS. CURB RAMPS WHICH PROJECT INTO SIDEWALK PATH SHALL BE PROVIDED WITH FLARED SIDES PER ADA GUIDELINES. 5. EXTERIOR FLAT WORK THAT IS PART OF AN ACCESSIBLE PATH SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE FOR ADA, AND NOT LESS THAN 0.5% FOR POSITIVE DRAINAGE AWAY FROM BUILDING, TYPICAL. 6. (1) ADA SPACE IS REQUIRED FOR EACH (25 SPACES) OF CUSTOMER & EMPLOYEE PARKING PARKING, & AT LEAST (1 SPACE) SHALL MEET VAN ACCESSIBLE STANDARDS WITH AN 8 FT. WIDE MIN. UNLOADING ZONE. ADA PARKING SPACES AND UNLOADING ZONES (INCLUDING SERVICE DRIVE UNLOADING ZONES) MAY NOT EXCEED A 2% SLOPE IN ANY DIRECTION. 7. STRIPED CROSS WALKS SHALL BE PROVIDED WHERE ACCESSIBLE PATHS MUST CROSS VEHICULAR DRIVES PER ADA GUIDELINES. 8. PROVIDE RAISED CURB SIDEWALK & HARDSCAPING TO HELP SEPARATE VEHICULAR AND PEDESTRIAN TRAFFIC WHEN POSSIBLE. ALTERNATE: PROVIDE CONCRETE WHEEL STOPS AT ALL CUSTOMER PARKING, PINNED TO NEW CONCRETE. 9. ADA ENTRANCES/EXITS SHALL BE PROVIDED WITH A LEVEL LANDING CLEAR SPACE ADJACENT TO DOORS WITH SLOPES NOT TO EXCEED 2% IN ANY DIRECTION. THERE SHALL NOT BE A VERTICAL STEP OF GREATER THAN 1/4” ALONG THE ACCESSIBLE PATH, ENTRANCES AND EXITS. EXCEPTION – A 1/2” MAX VERTICAL RISE IS PERMITTED WITH A PROVIDED 1 TO 2 SLOPED TRANSITION, IE: DOOR THRESHOLD. 10. IF CITY SIDEWALKS ARE EXISTING OR REQUIRED, THEN AN ACCESSIBLE PATH SHALL CONNECT TO STREET SIDEWALKS W/ RUNNING SLOPE NOT TO EXCEED 5% AND CROSS SLOPES NOT TO EXCEED 2%. 11. RUNNING SLOPES ALONG AN ACCESSIBLE PATH THAT MUST EXCEED 5%, ARE CONSIDERED AN ADA RAMP WITH MAXIMUM SLOPES NOT TO EXCEED 8.3% OR 1:12 W/ MAX 2% CROSS SLOPES AND ADA HANDRAILS ON BOTH SIDES, RAMP RUNS NO LONGER THAN 30 FT WITHOUT AN INTERMEDIATE 5’X5’ LEVEL LANDING. DEVELOPMENT SCHEDULE: CONSTRUCTION WILL BEGIN IMMEDIATELY UPON PERMIT APPROVAL ANTICIPATED CONSTRUCTION DURATION IS 1 YEAR DESIREABLES MET FIGURE 4-7: x INDIVIDUAL BUILDINGS W/FOOTPRINTS = OR < 10,000 SQUARE FEET x FRONT FACADE ORIENTED TO THE STREET x COMBINED ACCESS POINTS WITH ADJACENT TRACTS x LOCATION OF SERVICE AND LOADING AREAS NOT VISIBLE FROM PUBLIC STREET LEGEND: PROPERTY LINE EASEMENT LINE PROPOSED FIRE LANE TOTAL SITE DATA SUMMARY: ZONING: COMMERCIAL CORRIDOR (CC) ADJACENT ZONING: COMMERCIAL CORRIDOR (CC) EXTERIOR BUILDING MATERIALS: BRICK VENEER, STUCCO TOTAL LOT AREA: 2.852 ACRES TOTAL BUILDING SQ FT: 3,500 SQ. FT. TOTAL PARKING REQ: 3,500/300 = 12 SPOTS TOTAL PARKING PROV: 64 SPACES + 3 ADA SPACES + 1 EV CHARGING IRRIGATION PROVIDED ON ADDITIONAL LANDSCAPING ISSUED FOR REZONING PURPOSES ONLY. NOT RELEASED FOR CONSTRUCTION OR BIDDING. FINAL CONSTRUCTION DOCUMENTS SHALL BE ISSUED SEPARATELY. PROJECT LOCATION N.T.S. PROJECT LOCATION ENGINEER OF RECORD: ESTEBAN A. RAMIREZ, PE TEXAS PE No. 160214 P.O. BOX 80432 DUNCANVILLE, TX 75138 P: 214.517.0380 E: ramirezea313@gmail.com OWNER INFORMATION: JU WAITER MUHAMMAD MEGA DISCOUNT TIRE AND AUTO REPAIR, LLC 2021 N HWY 78 WYLIE, TX 75098 65 09/15/2026 Item 3. 167$7(+,*+:$< EX BLDG 2021 N STATE HWY 78 WYLIE, TX 75098 EXISTING DETENTION POND N 0 0 ° 5 1 ' 0 9 " E 2 8 0 . 0 0 ' N 0 0 ° 5 1 ' 0 9 " E 2 1 9 . 3 2 ' S 89°04'20" E 197.00' N 0 0 ° 5 1 ' 0 9 " E 2 8 0 . 0 0 ' S 89°04'20" E 197.00'S 89°04'20" E 162.41' S 0 0 ° 5 2 ' 3 2 " W 4 9 9 . 1 6 ' S 89°05'51" E 359.21' 24 ' F I R E L A N E 24 ' F I R E L A N E 13 10 06 06 06 10109 24' FIRE LANE 24' FIRE LANE 24' FIRE LANE 24 ' F I R E L A N E 24 ' F I R E L A N E US HWY 78 LOADING SERVICE AREA PROPOSED ONE STORY BUILDING 3500 SQ FT W W W W W W W W W W W WW WW WW WW WW WW WW WW WW WW WW W W W W W W W W W W W W W W W W W W W WW PR O P . 8 " P V C W T R PR O P . 6 " P V C W W EX. 8" WTR LINE W EX. 8" WW EX. 8" WTR WW WW WW PROP. FIRE HYDRANT PROP. 4' MANHOLE W PROP. WATER METER PROP. WASTE WATER CLEANOUT EX. MANHOLE 57'' 61'-912"' 68'' 178'-814"'123'-63 4"' DETENTION AND UTILITY EASEMENT INST. NO 20201214010004820 P.R.C.C.T. PROP. 1" IRRIGATION METER ZONING SIGN EXISTING 6 FT. HT. MASONRY WALL R28'' R28'' R28'' 33'-8"' R28'' R28'' R28'' R12'' 24' R28'' PR O J E C T N U M B E R PR O J E C T N A M E PROJECT NAME TITLE SHEET SCALE DATE RE V I S I O N S /$1'6&$3(3/$16&$/( 30'0'15'60' 1RUWK 6$ (7 6 7 $ 2)(7 ; 07/06/2026 &, 7 < & 2 0 0 ( 1 7 6 5( 9 , 6 ( ' % $ 6 ( 3 / $ 1 66 09/15/2026 Item 3. PR O J E C T N U M B E R PR O J E C T N A M E PROJECT NAME TITLE SHEET SCALE DATE RE V I S I O N S 6$ (7 6 7 $ 2)(7 ; 07/06/2026 ROOT ANCHOR ITEM# ROOT BALL & CONTAINER SIZE ANCHOR INSTALLATION DEPTH QUANTITY & ANCHOR SIZE 15-BG 10 / 15 Gallon or 17" root ball 30-BG 20 / 39 Gallon or 22" root ball 45/65-BG 45 / 65 Gallon or 27-30" root ball 100-BG 95 / 100 Gallon or 36" root ball 150-BG 150 Gallon or 42" root ball 200-BG 200 Gallon or 48" root ball 300-BG 300 Gallon or 58" root ball CUSTOM-BG Root Balls larger than 60" 3 - V68 Anchors 3 - V68 Anchors 3 - V68 Anchors 3 - V68 Anchors 3 - V68 Anchors 3 - V88 Anchors 3 - V88 Anchors 12 - 18" Minimum Depth 18 - 24" Minimum Depth 24 - 30" Minimum Depth 30 - 36" Minimum Depth 48" Minimum Depth 48" Minimum Depth 48" Minimum Depth TBD • • • • • • • • • • • • 67 09/15/2026 Item 3. X e-mail: d3architecture@yahoo.com phone: 214-245-8024 DUNCANVILLE , TEXAS 75138 POST OFFICE BOX 380432 JULY 06 2026 2025.0728.006 WY L I E , T E X A S 7 5 0 9 8 PR O P O S E D P L A N S F O R ME G A D I S C O U N T T I R E S 20 2 1 S T A T E H W Y 7 8 A U T O R E P A I R P H A S E 2 01 WEST ELEVATION SCALE: 3/8" = 1'-0" 02 EAST ELEVATION SCALE: 3/8" = 1'-0" AE-02 ELEVATIONS 68 09/15/2026 Item 3. MEGA AUTO CAR SALES X e-mail: d3architecture@yahoo.com phone: 214-245-8024 DUNCANVILLE , TEXAS 75138 POST OFFICE BOX 380432 JULY 06 2026 2025.0728.006 WY L I E , T E X A S 7 5 0 9 8 PR O P O S E D P L A N S F O R ME G A D I S C O U N T T I R E S 20 2 1 S T A T E H W Y 7 8 A U T O R E P A I R P H A S E 2 01 NORTH ELEVATION SCALE3/8" = 1'-0" 02 SOUTH ELEVATION SCALE: 3/8" = 1'-0" AE-02 ELEVATIONS 69 09/15/2026 Item 3. EXHIBIT "C" MEGA DISCOUNT AUTO CONDITIONS FOR SPECIAL USE PERMIT I. PURPOSE 1. The purpose of this Special Use Permit is to allow for an automobile repair use (minor) with vehicle display and sales within the Commercial Corridor District. II. GENERAL CONDITIONS 1. The site shall be developed and uses allowed shall be in accordance with Commercial Corridor (CC) design standards, as provided in Article 4 and 5 of the City of Wylie Zoning Ordinance as adopted July 2026, except as specifically provided herein. 2. This Special Use Permit shall not affect any regulations of the Commercial Corridor District (CC) set forth in Articles 4 and 5 of the Comprehensive Zoning Ordinance (adopted as of July 2026), except as specifically provided herein. 3. The design and development of the Mega Discount Auto shall be in accordance with Section III below and the Zoning Exhibit (Exhibit “B”). III. SPECIAL CONDITIONS 1. This Special Use Permit shall replace Special Use Permit Ordinance No. 2023-04 and shall rescind all vehicle sale allowances on Lot 1, Block A of Wylie Auto Addition. 2. This Special Use Permit shall allow for an automobile repair (minor) use within the Commercial Corridor District on both Lot 1 and Lot 2, Block A of Wylie Auto Addition as generally shown on the Zoning Exhibit (Exhibit B). 3. This Special Use Permit shall allow for a vehicle display and sale use within the Commercial Corridor District only on Lot 2, Block A of Wylie Auto Addition as generally shown on the Zoning Exhibit (Exhibit B). 4. The Zoning Exhibit (Exhibit B) shall serve as the Site Plan for the development. Approval of the SUP shall act as site plan approval. 70 09/15/2026 Item 3. SH E F F I E L D D R Al l e y N STATE HIGHWAY 78 Alley N STATE HIGHWAY 78 DEVONSHIRE LN Alley 1303 1971 1306 1901 2027 1212 13011211 505 1310 1203 1213 2011 1204 1208 1209 1205 1203 501 1309 2041 1209 1305 2029 1311 1201 1202 13091307 401 1200 1301 1210 3451 1303 1205 405 1300 1201 1213 1308 1207 1211 1302 2045 1206 1207 1307 407 503 1305 403 1304 2000 2050 2030 20202010 2050 2021 2009 2001 SUBJECT property 200 foot Notification Buffer ¯ ZONING CASE: ZC 2026-11 Mega Discount Tires Date: 8/27/2026 ¯ Notification Map 0 100 200 300 400 500 Feet COMPILED BY: G STAFFORD COLLIN ROCKWALLDALLAS 71 09/15/2026 Item 3. Public Comment Form First Name *Middle Name Last Name * Address * Case #* Response * Comments I agree and understand that by signing the electronic signature, that it is the equivalent to my manual/handwritten signature. Signature * Date of Signature Gary W Smith City Wylie State / Province / Region TX Postal / Zip Code 75098 Street Address 1200 Devonshire Ln Address Line 2 ZC2026-11 2021,2023&2025 N St. Hwy 78 I am FOR the requested zoning as explained on the public notice I am AGAINST the requested zoning as explained on the public This area was bomarded with an unwanted car lot in the train yard, we really don’t want another car lot on the south side of Hwy 78. 9/8/2026 72 09/15/2026 Item 3. Public Comment Form First Name *Middle Name Last Name * Address * Case #* Response * Comments I agree and understand that by signing the electronic signature, that it is the equivalent to my manual/handwritten signature. Signature * Date of Signature Dalip Kavazi City Wylie State / Province / Region TX Postal / Zip Code 75098 Street Address 1203 Devonshire ln Address Line 2 ZC2026-11 2021,2023&2025 N St. Hwy 78 I am FOR the requested zoning as explained on the public notice I am AGAINST the requested zoning as explained on the public I am opposed to the proposed special zoning because the property is only about 200 feet from my home. I am concerned that the proposed zoning could negatively affect the safety, privacy, quiet enjoyment, and overall character of my neighborhood. Because of the close proximity to my home, I believe the potential increase in traffic, noise, lighting, activity, and other impacts should be carefully considered before any zoning change is approved. A change of this type could have a direct and significant effect on nearby residents and our quality of life. I respectfully ask the zoning authorities to consider the concerns of the residents who live immediately adjacent to and near this property. Given that my home is approximately 200 feet away, I believe additional protections, restrictions, or an alternative location should be considered rather than approving the proposed special zoning as requested. For these reasons, I respectfully oppose the proposed special zoning and ask that my conce 9/8/2026 73 09/15/2026 Item 3. Public Comment Form First Name *Middle Name Last Name * Address * Case #* Response * Comments I agree and understand that by signing the electronic signature, that it is the equivalent to my manual/handwritten signature. Signature * Date of Signature Valbona Kavazi City Wylie State / Province / Region TX Postal / Zip Code 75098 Street Address 1203 Devonshire ln Address Line 2 ZC2026-11 2021,2023&2025 N St. Hwy 78 I am FOR the requested zoning as explained on the public notice I am AGAINST the requested zoning as explained on the public I am opposed to the proposed special zoning because the property is only about 200 feet from my home. I am concerned that the proposed zoning could negatively affect the safety, privacy, quiet enjoyment, and overall character of my neighborhood. Because of the close proximity to my home, I believe the potential increase in traffic, noise, lighting, activity, and other impacts should be carefully considered before any zoning change is approved. A change of this type could have a direct and significant effect on nearby residents and our quality of life. I respectfully ask the zoning authorities to consider the concerns of the residents who live immediately adjacent to and near this property. Given that my home is approximately 200 feet away, I believe additional protections, restrictions, or an alternative location should be considered rather than approving the proposed special zoning as requested. For these reasons, I respectfully oppose the proposed special zoning and ask that my conce 9/8/2026 74 09/15/2026 Item 3. Public Comment Form First Name *Middle Name Last Name * Address * Case #* Response * Comments I agree and understand that by signing the electronic signature, that it is the equivalent to my manual/handwritten signature. Signature * Date of Signature Mohideen F Buharie City Wylie State / Province / Region TX Postal / Zip Code 75098 Street Address 1301 Devonshire Ln Address Line 2 ZC2026-11 2021,2023&2025 N St. Hwy 78 I am FOR the requested zoning as explained on the public notice I am AGAINST the requested zoning as explained on the public 9/8/2026 75 09/15/2026 Item 3. Public Comment Form First Name *Middle Name Last Name * Address * Case #* Response * Comments I agree and understand that by signing the electronic signature, that it is the equivalent to my manual/handwritten signature. Signature * Date of Signature Juwaitar Muhammad City Wylie State / Province / Region TX Postal / Zip Code 75098 Street Address 2507 Elaine Dr Address Line 2 ZC2026-11 2021,2023&2025 N St. Hwy 78 I am FOR the requested zoning as explained on the public notice I am AGAINST the requested zoning as explained on the public 9/9/2026 76 09/15/2026 Item 3. Wylie Planning & Zoning Commission AGENDA REPORT Department: Planning Item Number: 4 Prepared By: Kevin Molina Subject Consider, and act upon, a recommendation to City Council regarding the writing of an ordinance for a change in zoning from Planned Development - Commercial Corridor District (PD-CC) to Planned Development - Commercial Corridor (PD-CC) to allow for an additional drive-through restaurant and a health club on 10.485 acres generally located on the southeast corner of State Highway 78 and Kreymer Lane (ZC 2026-12). Recommendation Motion to recommend (approval, approval with conditions or disapproval) as presented. Discussion OWNER: SCSD-FINNERLL, LTD APPLICANT: Claymoore Engineering The applicant is requesting to amend the Kreymer Retail Planned Development 2023-18 on 10.485 acres located on the southeast corner of State Highway 78 and Kreymer Lane to allow for an additional drive-through and a revised zoning exhibit with a health club user on lots 7-8. The Kreymer Retail Planned Development 2023-18 was approved by the City Council in April 2023 and allowed for the development of three drive-thru service restaurants on Lots 1, 2 and 4. This proposal contains a revised zoning exhibit with an additional drive-through on Lot 3. All other requirements from the current PD remain in place. If the zoning change is approved, the proposed uses shall be required to submit site plan and plat applications for separate review and approval. However, the development provides fire lanes and fire hydrants throughout the site and is in compliance with fire code requirements. The properties adjacent to the subject property are zoned commercial to the north, west and east and Agricultural to the south. The subject property lies within the Regional Commercial Sector of the Comprehensive Land Use Plan. The proposed zoning is compatible with the Plan. Notices were sent to 27 property owners within 200 feet as required by state law. At the time of posting no responses were returned in favor or in opposition of the request. 77 09/15/2026 Item 4. 78 09/15/2026 Item 4. 5 0 ' B U I L D I N G L I N E C A B . C , P G . 8 - P . R . C . C . T . 75' BUILDING LINE CAB. C, PG. 8 - P.R.C.C.T. 10' UTILITY EASEMENT CAB. C, PG. 8 - P.R.C.C.T. 26' T.P.&L. CO. EASEMENT VOL. 516, PG. 426 D.R.C.C.T. 1 5 ' W A T E R E A S E M E N T C A B . C , P G . 8 - P . R . C . C . T . 15' WATER EASEMENT CAB. C, PG. 8 - P.R.C.C.T. LOT 1 WYLIE RANCH EAST PHASE ONE CAB. B, PG. 277 P.R.C.C.T. LOT 2 WYLIE RANCH EAST PHASE ONE CAB. B, PG. 277 P.R.C.C.T. LOT 3 WYLIE RANCH EAST PHASE ONE CAB. B, PG. 277 P.R.C.C.T. LOT 4 WYLIE RANCH EAST PHASE ONE CAB. B, PG. 277 P.R.C.C.T. LO T 6 WY L I E R A N C H E A S T C O M M E R C I A L P A R K CA B . C , P G . 8 P. R . C . C . T . 6 0 ' R I G H T - O F - W A Y C A B . B , P G . 2 7 7 P . R . C . C . T . 10.31 ACRES 449.243 SQ. FT. CALLED 0.1678 ACRES STATE OF TEXAS DOC. NO. 20111118001255520 O.P.R.C.C.T. K R E Y M E R L A N E 6 0 ' R I G H T - O F - W A Y N STATE HIGHWAY NO. 78 VARIABLE WIDTH RIGHT-OF-WAY TBM 1/2" CIRF "EAGLE CONTROL" N:7060693.2 E:2578369.1 ELEV:528.23' TBM 1/2" CIRF "EAGLE CONTROL" N:7060734.5 E:2578998.8 ELEV:528.18' 5 2 5 5 2 6 527 5 2 7 52 6 526 5 2 5 52 6 52 7 52 8 528 528 528 52 9 5 2 8 528 529 528 527 529 528 527 5 2 6 5 2 5 52 5 5 2 4 52 6 52 7 52 5 529 528 NO R T H T E X A S M U N I C I P A L W A T E R DI S T R I C T 3 0 ' W A T E R E A S E M E N T DO C . N O . 2 0 2 1 0 7 1 9 0 0 1 4 5 0 1 1 0 O. P . R . C . C . T . 5 2 9 528 527 TXDOT ROW LINETXDOT ROW LINE TXDOT ROW LINE TXDOT ROW LINE 12 11 11 11 08 11 3 05 01 06 06 06 0912 05 06 20 6 09 07 05 06 07 19 12 05 12 12 08 07 08 10 08 03 05 09 10 06 05 05 05 05 05 4 12 09 09 06 08 6 2 2 PROP TRASH ENCLOSURE PROP TRASH ENCLOSURE PROP TRASH ENCLOSURE PROP TRASH ENCLOSUREPROP TRASH ENCLOSURE ZONING: AG/30 (AGRICULTURAL) LAND USE: RESIDENTIAL ZONING: AG/30 (AGRICULTURAL) LAND USE: RESIDENTIAL ZONING: AG/30 (AGRICULTURAL) LAND USE: RESIDENTIAL ZO N I N G : C C ( C O M M E R C I A L C O R R I D O R ) LA N D U S E : C O M M E R C I A L / O F F I C E PROP SSMHPROP SSMH PROP SSMH PROP SSMH PROP SSMHPROP SSMH PROP SSMH PROP SSMH PROP SSMH PROP SSMH MULTI-TENANT SIGNAGE MULTI-TENANT SIGNAGE MULTI-TENANT SIGNAGE FH FH FHFH FH FH FH FH FH FHFH FHFH FLEXBASE TRANSITION TO EXPANDED ROAD PROP 25' ROW DEDICATION ZONING: AG/30 (AGRICULTURAL) LAND USE: RESIDENTIAL 24'20' PROP TRASH ENCLOSURE 20'24'20' 5.6' 26 ' 15' 5' 15'15' 5' 15' 5' 15' 5' 15' 12' 24' 24 ' 26 '26 ' 26 ' 26 ' 26 ' 24' 25' 24' 24' 10' 20 ' 10 ' 20' 10 ' 20' 10' 20 ' 10' 20 ' 15' 15'15' 10' 20 ' 10' 20 ' 10' 20 ' 10 ' 20' 20' 10 ' 15 ' 10' 20 ' 7'15'15' 10' 20 ' 10' 20 ' 10 ' 20' 15'15' 10 ' 20' 26 ' 26 ' 26 ' 10' 20 ' 10' 20 ' 10' 20 ' 10 ' 10 ' 10 ' 20'20' 10' 20 ' 10' 20 ' R30 ' R 3 0 ' R 2 0 'R20 ' R28 ' R30 ' R 3 0 ' R 2 0 ' R2 0 ' R 2 8 ' R28 ' R28 ' R 2 8 ' R28' R2 8 ' R28' R 2 8 ' R28 ' R2 8 ' R2 8 ' 26 ' R 2 8 ' R28 'R28 ' R 2 8 ' R28' R 2 8 ' 24' 22' 24' 150'110' 12 ' 150'110'150'110' 150'110' R28 ' R 2 8 ' R28 ' 20 ' R 2 8 ' R2 8 ' 20' R 2 8 ' R2 8 ' R 2 8 ' R5' R 1 0 ' 5.6' 20 ' 10' R10 ' R 1 0 ' R2' 10'10' R24 ' R24' R 1 2 ' R15' 6.2' 5' R 5 ' 5' 12' 10'20 ' R8' 26 ' 10 ' 5' 15 ' 14' 24' 20' 10 ' 24' 20' 10 ' 20' 24' 10'20 ' 14 ' 5' 14 ' 19. 3 2 ' PROP TRASH ENCLOSURE 20'24'20'26.84' DA T E No . R E V I S I O N B Y DATE: SHEET File No. 8/27/2026 CHECKED: ASD DRAWN:CWP DESIGN: RDS WY L I E R E T A I L ST A T E H I G H W A Y 7 8 WY L I E , T E X A S 32 3 1 H A R W O O D R D P H O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 2022-044 CLA Y MOO R E 8/27/20268/27 UT I L I T Y R E V I S I O N 02 / 2 0 / 2 0 2 51S D C ST O R M L I N E E M O V E D 06 / 1 2 / 2 0 2 5 2 PS C RE V I S I O N T O H Y D R A U L I C C A L C S RE V I S I O N T O U T I L I T Y P L A N 06 / 1 2 / 2 0 2 5 06 / 1 2 / 2 0 2 5 34 PS C PS C ST O R M P R O F I L E A D D E D 06 / 1 2 / 2 0 2 5 5 PS C GR A T E I N L E T 8/ 1 / 2 0 2 5 6 CL C PU L L W A T E R L I N E A W A Y F R O M O H E 9/ 2 5 / 2 0 2 5 7 AS D TU R N L A N E R A M P S & S I G N A L 8/ 2 6 / 2 0 2 6 8 AS D 0 GRAPHIC SCALE 1 inch = ft. 40 40 80 40 20 COUNTY SURVEY:ABSTRACT NO. FRANCISCO DE LA PENA 688 CITY: STATE: WYLIE TEXAS LEGAL DESCRIPTION: OWNER: APPLICANT: CLAYMOORE ENGINEERING, INC. 1903 CENTRAL DRIVE, SUITE #406 BEDFORD, TX 76021 PH: 817.281.0572 SCSD-FINNERLL, LTD 14114 DALLAS PARKWAY DALLAS, TX 75254 PH: 214.483.0400 CASE #: WYLIE RETAIL CONTACT NAME: CARY ALBERT CONTACT NAME: DREW DONOSKY NO PORTION OF THIS TRACT LIES WITHIN A 100-YEAR FLOOD PLAIN, OR IN A FLOOD HAZARD AREA ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP NUMBER 48085C0420J, WITH EFFECTIVE DATE OF JUNE 2, 2009 FLOODPLAIN NOTE LEGEND PROPERTY LINE EASEMENT/SETBACK (AS NOTED) FIRE LANE COLLIN BEING 10.485 ACRE TRACT OF LAND SITUATED IN THE FRANCISCO DE LA PENA SURVEY, ABSTRACT NO. 688, CITY OF WYLIE, COLLIN COUNTY, TEXAS, AND BEING ALL OF LOTS 1, 2, 3, 4 AND 5 OF WYLIE RANCH EAST COMMERCIAL PARK, AN ADDITION TO THE CITY OF WYLIE, DESCRIBED BY THE PLAT RECORDED IN CABINET C, PAGE 8 OF THE PLAT RECORDS OF COLLIN COUNTY, TEXAS PARKING COUNT VICINITY MAP N.T.S. SITE 78 ROW PAVING ZO N I N G E X H I B I T EX-1 XX OVERALL CURRENT ZONING: CC - COMMERCIAL CORRIDOR OVERALL PROPOSED ZONING: PD - PLANNED DEVELOPMENT (MINOR AUTO AS SUP) 79 09/15/2026 Item 4. Kreymer Retail EXHIBIT “C” CONDITIONS FOR PLANNED DEVELOPMENT PD 2026-XX I. PURPOSE: The purpose of this Planned Development is to create a commercial environment with a focus on commerce, dining and office uses. II. GENERAL CONDITIONS: 1. Unless otherwise explicitly stated in the PD, all variations are from the City of Wylie’s Zoning Ordinance as amended April 2021. 2. This Planned Development shall not affect any regulations of the aforementioned Zoning Ordinance except as specifically provided herein. 3. The underlying zoning for this Planned Development District shall be Commercial Corridor (CC). 3. The development shall be in general conformance with the Zoning Exhibit. III. SPECIAL CONDITIONS: 1. The following uses as defined in the Commercial Corridor District (CC) shall be expressly permitted by-right on the subject property: a. Convenience Store b. Drive-In or Drive-Thru Service (Lots 1, 2, 3 and 4, only) c. Food Truck Parking d. Alcohol/Liquor Uses, which shall be exempt from distance requirements from churches, public hospitals, public schools and private schools e. Health Club 2. The following uses as defined in the Commercial Corridor District (CC) shall be expressly prohibited on the subject property: a. Sexually Oriented Business b. Equipment Rental c. Automobile Rental d. Car Wash e. Vehicle Display, Sales or Service 80 09/15/2026 Item 4. f. Any and all uses listed under Sections 5.2.H and 5.2.I of the Zoning Ordinance 3. Lots 1, 2, and 4 shall have a minimum building size of 1,800 sq ft., 13,000 sq ft., and 800 sq ft., respectively. 4. Section 22-448.a(4) of the Sign Ordinance shall be amended to allow for off premises signage for all pad sites within the Planned Development to allow for multi-tenant signage on Lot 1, Lot 2, & Lot 4 as generally shown on the Zoning Exhibit. 5. Section 3.1.B(4) of the Subdivision Regulations shall be amended to allow for a 24’ access easement connecting to Kreymer Lane to replace the requirement of requiring 30’ of street frontage for lots 7-10 of the Zoning Exhibit. 6. The development shall provide screening along the southern border with the planting of ornamental trees and a hedge 3’ in height. 81 09/15/2026 Item 4. Page 2 of 2 82 09/15/2026 Item 4. N STATE HIGHWAY 78 Alley N STATE HIGHWAY 78 WY N D H A M D R K R E Y M E R L N KR E Y M E R L N Alley SUTTERS MILL WAY DEVONSHIRE LN Al l e y O L D K N O L L D R FU T U R E E A S T P A R K B L V D SHE P PA R D L N FU T U R E E A S T P A R K B L V D Alley Alley Alley DONNA DR CALLIE CT 1302 409 1304 1404 1400 1310 1301 1303 1402 1311 1309 1306 2027 1212 1301 1303 1403 2640 2702 1310 1403 1307 27031404 1401 1306 1403 1213 2702 501 1308 503 1306 1312 411 407 1302 1312 507 413 1309 1300 1313 1404 1407 1400 2041 1301 1305 27002029 1302 1305 1406 1311 1212 1300 1401 1310 1311 1405 2703 1309 2703 2051 1406 1308 14011303 1407 2630 505 2650 1307 14001310 1307 1301 1306 1303 1313 1402 2702 1300 2031 1406 1213 1308 1405 1302 27031304 2045 1305 1311 1213 1300 1212 1307 1304 1407 1305 404 1313 1304 1309 1405 2050 2050 2060 355345335325315 350340330320310 345335305325315 350340330320310 2205 SUBJECT property 200 foot Notification Buffer ¯ ZONING CASE: ZC 2026-12 Kreymer Retail Date: 8/31/2026 ¯ Notification Map 0 100 200 300 400 500 Feet COMPILED BY: G STAFFORD COLLIN ROCKWALLDALLAS 83 09/15/2026 Item 4.