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07/07/2025-CC-Agenda Packet-Regular
CITY COUNCIL MEETING AGENDA JULY 07, 2025, 6:00 PM CITY COUNCIL REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE WORK SESSION TO ORDER AND ESTABLISH A QUORUM DISCUSSION ITEMS 1. Presentation and discussion regarding the City of Sanger's 2025-26 Annual Budget. OVERVIEW OF ITEMS ON THE REGULAR AGENDA ADJOURN THE WORK SESSION The Regular Meeting will begin following the Work Session but not earlier than 7:00 p.m. CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM INVOCATION AND PLEDGE CITIZENS COMMENTS This is an opportunity for citizens to address the Council on any matter. Comments related to public hearings will be heard when the specific hearing begins. Citizens are allowed 3 minutes to speak. Each speaker must complete the Speaker’s Form and include the topic(s) to be presented. Citizens who wish to address the Council with regard to matters on the agenda will be received at the time the item is considered. The Council is not allowed to converse, deliberate or take action on any matter presented during citizen input. CONSENT AGENDA All items on the Consent Agenda will be acted upon by one vote without being discussed separately unless requested by a Councilmember to remove the item(s) for additional discussion. Any items removed from the Consent Agenda will be taken up for individual consideration. 2. Consideration and possible action on a Final Plat of Sanger 91 Addition being approximately 90.367 acres of land with 1.996 in Denton County and Sanger ETJ described as A0367C F FITZGERALD, TR 2, within the City of Sanger, generally on the east side I-35 North and approximately 2335 feet north of the intersection of Chisam Rd and I-35 Frontage Rd North. 1 3. Consideration and possible action on a request for a replat of lots 1A-8A, Blk. A of the Marion Point Acres, within the City of Sanger. Generally located on the east side of Marion Road, and approximately 1,161 feet north of FM 455 West. 4. Consideration and possible action on a Final Plat of Chapman Crossing, being approximately 68.209 acres of land described as H TIERWESTER SURVEY ABSTRACT NO. 1241, within the City of Sanger, generally located along Belz Road and approximately 1281 feet west of N Stemmons Frwy. 5. Consideration and possible action on a request to a Replat of Bolivar Heights Addition being approximately 5.713 acres of land described as Bolivar Heights Addition, Lot 1 and Lot 1(PT), within the City of Sanger’s ETJ, generally on the north side of FM 455 W, approximately 1289 west of the intersection of FM 455 W and Sam Bass Road. 6. Consideration and possible action on the minutes from the June 12, 2025, meeting. 7. Consideration and possible action on the minutes from the June 16, 2025, meeting. PUBLIC HEARING ITEMS 8. Conduct a Public Hearing on the Creation of the Elada Public Improvement District No. 1 (PID-01), from the PAC Group, LTD and Ron Williamson Quarter Horses, Inc. (Owners). 9. Conduct a public hearing on a request for a zoning change from Agriculture A to Planned Development PD for a total of 306.36 acres of land, 60 acres described as A1241A TIERWESTER, TR 4 and 246.36 acres described as A1241A TIERWESTER, TR 8 within the City of Sanger, and generally located north of Belz Rd approximately 1035 feet of the intersection of I-35 and Belz Rd. ACTION ITEMS 10. Consideration and possible action on a Resolution 2025-08, the Creation of the Elada Public Improvement District No. 1 (PID-01) from the PAC Group, LTD and Ron Williamson Quarter Horses, Inc. (Owners). 11. Consideration and possible action on a request for a zoning change from Agriculture A to Planned Development PD for a total of 306.36 acres of land, 60 acres described as A1241A TIERWESTER, TR 4 and 246.36 acres described as A1241A TIERWESTER, TR 8 within the City of Sanger, and generally located north of Belz Rd approximately 1035 feet west of the intersection of I-35 and Belz Rd. 12. Consideration and possible action on a Preliminary Plat of Elada Addition, being approximately 306.356 acres of land described as 60 acres described as A1241A TIERWESTER, TR 4 and 246.36 acres described as A1241A TIERWESTER, within the City of Sanger, and generally located north of Belz Rd approximately 1035 feet of the intersection of I-35 and Belz Rd. 2 13. Consideration and possible action on a Minor Plat of Dhakal Karki Addition, being approximately 1.375 acres of land described as A1241A Tierwester, TR 239 and TR 240, within the City of Sanger, generally located on the northeast corner of 5th Street and Freese St. 14. Consideration and possible action on a Final Plat of Lois Road Estates Subdivision Filing No. 1, being approximately 38.769 acres of land described as A0029A R. BEEBEE, TR, within the City of Sanger, generally located on the south side of Lois Rd approximately 1219 feet west of the intersection of Marion Rd and Lois Rd. 15. Consideration and possible action on a Final Plat of Lois Road Estates Subdivision Filing No. 2, being approximately 29.228 acres of land described as A0029A R. BEEBEE, TR, within the City of Sanger, generally located on the south side of Lois Rd approximately 1219 feet west of the intersection of Marion Rd and Lois Rd. 16. Consideration and possible action on a Final Plat of Lois Road Estates Subdivision Filing No. 3, being approximately 45.25 acres of land described as A0029A R. BEEBEE, TR, within the City of Sanger, generally located on the south side of Lois Rd approximately 1219 feet west of the intersection of Marion Rd and Lois Rd. FUTURE AGENDA ITEMS The purpose of this item is to allow the Mayor and Councilmembers to bring forward items they wish to discuss at a future meeting, A Councilmember may inquire about a subject for which notice has not been given. A statement of specific factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting. Items may be placed on a future meeting agenda with a consensus of the Council or at the call of the Mayor. INFORMATIONAL ITEMS Information Items are for informational purposes only. No action may be taken on items listed under this portion of the agenda. 17. Atmos Energy Mid-Tex Division Rate Tariffs - Rate Schedule 07-01-2025 18. Rider GCR - Rate Filing under Docket No. 10170 - June 26, 2025 3 EXECUTIVE SESSION Pursuant to the Open Meetings Act, Chapter 551, the City Council Will Meet in a Closed Executive Session in Accordance with the Texas Government Code: Section 551.074. PERSONNEL MATTERS For deliberations regarding the appointment, employment, evaluation, reassignment, duties, discipline or dismissal of a public officer or employee. - City Attorney Section 551.071. CONSULTATION WITH ATTORNEY For deliberations regarding legal (A) pending or contemplated litigation; or (B) a settlement offer; or (2) on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter regarding legal consultation with attorney regarding pending administrative action, and all matters incident and related thereto. RECONVENE INTO REGULAR SESSION Reconvene into Regular Session and take any action deemed necessary as a result of Executive Session. ADJOURN NOTE: The City Council reserves the right to adjourn into Executive Session as authorized by Texas Government Code, Section 551.001, et seq. (The Texas Open Meetings Act) on any item on its open meeting agenda in accordance with the Texas Open Meetings Act, including, without limitation Sections 551.071-551.087 of the Texas Open Meetings Act. CERTIFICATION I certify that a copy of this meeting notice was posted on the bulletin board at City Hall that is readily accessible to the general public at all times and was posted on the City of Sanger website on July 3, 2025, at 9:30 AM. /s/Kelly Edwards Kelly Edwards, City Secretary The Historical Church is wheelchair accessible. Request for additional accommodations or sign interpretation or other special assistance for disabled attendees must be requested 48 hours prior to the meeting by contacting the City Secretary’s Office at 940.458.7930. 4 CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Final Plat of Sanger 91 Addition being approximately 90.367 acres of land with 1.996 in Denton County and Sanger ETJ described as A0367C F FITZGERALD, TR 2, within the City of Sanger, generally on the east side I-35 North and approximately 2335 feet north of the intersection of Chisam Rd and I-35 Frontage Rd North. SUMMARY: This Development is mostly within Cooke County. 1.996 acres are located in Denton County and the City of Sanger’s ETJ. The final plat has been approved by Cooke County. The intent of the project is to construct an 8” Bolivar water main from Chisam Road to E Lone Oak Road on the eastern portion of I-35. Platting is a requirement by the Bolivar Water Supply Company. The final plat is for one lot. Planning & Zoning recommended approval on 5-12-25. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Final Plat Application Letter of Intent 5 Item 2. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 500 1000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 5/5/2025 8:04:03 PM 6 Item 2. 7 Item 2. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-4072 (fax) 940-458-2059 (office) www.sangertexas.org Effective Date: 10/15/2024 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) 940-458-4072(fax) www.sangertexas.org SUBDIVISION APPLICATION Prelimina ry Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) Application Form (Signed by Owner and Applicant) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date 4-17-2025 x Hannah Waldecker KFM Engineering and Design 3501 Olympus Blvd. Suite 100 Dallas, TX 75019 (512)992-8128 hwaldecker@kfm-llc.com Richard Kincheloe Sanger 91, LTD 6010 W Spring Creek Pkwy, Suite 208 Plano, TX 75024 (214)725-7150 rkincheloe@gclandtx.com x x x N/A 04/17/2025 Letter of Intent 8 Item 2. MEMO 3501 Olympus Blvd Suite 100 Dallas, TX 75019 | 469 899 0536 KFM-LLC.COM Date: April 17, 2025 To: Ramie Hammonds Director/Building Official City of Sanger Development Services From: Hannah Waldecker Re: Sanger 91 – Final Plat Letter of Intent The intent of the project is to design and construct an 8” Bolivar Water Main from Chaisam Road to E Lone Oak Road on the Eastern Portion of I-35. We are working on finalizing a Non-Standard Service Agreement (NSA) between the property owner and Bolivar Water Supply Corporation, stating that the developer has requested Bolivar to provide water service to the property by extending an existing water main through the Sanger 91 property. To finalize this agreement, Bolivar requires the property to be platted, and utility easements be dedicated by plat. The Final Plat for this submittal proposes one lot. There are currently no plans for future projects on the property. Any proposed future development on the property will go through the appropriate permitting channels and will adhere to the applicable Subdivision Design requirements. 9 Item 2. CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a request for a replat of lots 1A-8A, Blk. A of the Marion Point Acres, within the City of Sanger. Generally located on the east side of Marion Road, and approximately 1,161 feet north of FM 455 West. SUMMARY: The applicant is proposing to create 30 residential lots and 1 open space lot of 19.51 acres. The site is zoned Residential 1 (R-1). The site is currently platted with 8 residential lots. There was a right-of-way dedication of 2.42 acres. Staff mailed out 30 notices and at the time of this report has not received any responses. The property is located in the City of Sanger. The Planning & Zoning Commission recommended approval on 12-17-24. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Replat Application Letter of Intent 10 Item 3. 1003997 1004009 1004001 1004072 1003986 1004137 1004158 100409810041111004123 1004071 1004061 678835 258052 732335 675565 658073 732336 675575 238324 732351 678869 732353 675545 675527 238345 658072658070678805675556 257386238348 258016238354 251768 732369 732332 732366 732339 732361 238321 732334 732362 732363 672759 238335 238338 672758 257375 699048 238332 257371238308 1003330 732338 732342 238327 732365 238341238339 678847 732355678857 1004161 266024 732367 672757 1003329 732340 732344 732337 732341 254194 258053 658071 1003981 1004148 732357 732331 732364 732330 732368 732343 75838 732359 648069 678861 258044 675599 675538 675559 675534678814 678876 678821 744595 678833 297185 258069678863 201512 675548 672777 658074 675605 675551 672763 258031 258043 658077 258039678812 672792675584 678872 258046 658076 750742 678874 653335 60102 733554733555 678878 675592 336691 675540 658075 255194 672764672787 672789 529147 675586 529145 331061 686295 675583 255193 675585 529146 675602 1004084 1004025 1003967 1003992 1003943 10039571003964 1004055 1004039 1003950 1003973 10040111004043 1003929 1004045 1004024 1004054 1004083 10040271003934 1004085 1008019 244842 60002 678845 678838 254193 678841 678885 678853 678844 678825 678881 732346 732345 196338 732350 59948 167607 991024 732348 732347 1003331 1017129 732349 59968 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 11/14/2024, 4:55:46 PM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 11 Item 3. 12 Item 3. 13 Item 3. 14 Item 3. Phone: 972-906-9985 P.O. Box 294527, Lewisville, Texas, 75029 Fax: 972-906-9987 M E M O R A N D U M TO: City of Sanger FROM: Steven R. Homeyer, P.E. DATE: November 4, 2024 SUBJECT: Windhaven Estates Re-Plat Submittal Homeyer Engineering, Inc. is submitting this re-plat for Windhaven Estates located on Marion Road south of Sanger Circle Estates. The proposed development consists of thirty (30) residential lots on 19.51 acres. The proposed development is being developed in accordance with the current zoning. Existing water is available in the Marion Road right-of-way and existing sewer is located off-site via an existing lift station. On-site detention will be provided for this project as well as the existing Sanger Circle Estates. If you have any questions regarding this submittal, please feel free to contact me at shomeyer@hei.us.com or 972-906-9985 15 Item 3. CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Final Plat of Chapman Crossing, being approximately 68.209 acres of land described as H TIERWESTER SURVEY ABSTRACT NO. 1241, within the City of Sanger, generally located along Belz Road and approximately 1281 feet west of N Stemmons Frwy. SUMMARY: The applicant proposes to plat 296 Single Family Lots and 11 HOA /Open Space lots. There will be 15.290 acres of Right-of-Way dedication. The lots are part of Planned Development (PD) #11-20-24. The subdivision will have connectivity from FM 455 to Belz Road. The lots are a mixture of 40’ and 50’ widths. The minimum home sizes are between 1300 sf and 2000 sf depending on lot width. This plat complies with PD #11-20-24 and the preliminary plat. Planning & Zoning recommend approval on 2-10-25. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Final Plat Application Letter of Intent 16 Item 4. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 500 1000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 2/4/2025 6:32:53 PM 17 Item 4. © PL O T T E D B Y : JE N N I F E R S T O R Z D A T E : 6/ 1 0 / 2 0 2 5 2 : 3 4 P M P A T H : P: \ 3 8 8 3 - 0 0 - 0 1 \ 5 0 0 L a n d S u r v e y i n g \ 5 0 5 P l a t t i n g \ 3 8 8 3 - 0 0 - 0 1 F i n a l P l a t . d w g · · · 18 Item 4. © PL O T T E D B Y : JE N N I F E R S T O R Z D A T E : 6/ 1 0 / 2 0 2 5 2 : 1 5 P M P A T H : P: \ 3 8 8 3 - 0 0 - 0 1 \ 5 0 0 L a n d S u r v e y i n g \ 5 0 5 P l a t t i n g \ 3 8 8 3 - 0 0 - 0 1 F i n a l P l a t . d w g ________________________________________________ _____________________ _________________________________________________ _____________________ ________________________________________________ _____________________ ” ” ” ” ” ” ” ” 19 Item 4. 01/15/2025 20 Item 4. Page | 1 Arlington | Burleson www.mmatexas.com January 15, 2025 City of Sanger Development Services 502 Elm Street Sanger, TX 76266 RE: Chapman Crossing – Final Plat 1st Submittal Development Services: Malouf Interests, Inc. having an address of 4143 Maple Avenue, Suite 325 in Dallas, TX, is the owner of property located south of Belz Road and west of Interstate 35. The subject property is a part of the planned development zoning approved on December 19, 2022. Chapman Crossing is a 68.209-acre residential development consisting of 296 residential lots and 10 private/HOA owned and maintained open space lots. The lot mix will include 200 – 40’ wide lots, 84 – 50’ wide lots, and 12 – 70’ wide lots which is consistent with the approved planned development ordinance, Ordinance #12-32-22. Enclose are the following: · Application Form (Signed by Owner) · Application Plat Checklist · Final Plat · Civil Engineering Construction Drawings · Landscape Construction Drawings · Drainage Study Mycoskie & Associates, Inc. will be the designated point of contact for this application. We respectfully request the review and approval of the submitted final plat application by the Planning and Zoning Commission and City Council. Please contact us directly should you require additional information or have questions. Sincerely, Andrea Taylor, PE Mycoskie & Associates, Inc. 519 E. Border Street Arlington, TX 76010 ataylor@mmatexas.com 817-469-1671 21 Item 4. CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a request to a Replat of Bolivar Heights Addition being approximately 5.713 acres of land described as Bolivar Heights Addition, Lot 1 and Lot 1(PT), within the City of Sanger’s ETJ, generally on the north side of FM 455 W, approximately 1289 west of the intersection of FM 455 W and Sam Bass Road. SUMMARY: This Development is in the City of Sanger’s ETJ. The plat will take three parcels and combine them into one. The intent is to use the property for a commercial office. The applicant intends to utilize the existing building on the property. Planning & Zoning recommended approval on 6-9-25. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Replat Application Letter of Intent 22 Item 5. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 450 900 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 5/19/2025 9:38:18 PM 23 Item 5. 24 Item 5. 25 Item 5. 26 Item 5. 27 Item 5. 28 Item 5. 29 Item 5. 30 Item 5. 31 Item 5. 32 Item 5. 33 Item 5. 34 Item 5. CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action on the minutes from the June 12, 2025, meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION: Approve the minutes from the meeting on June 12, 2025. ATTACHMENTS: City Council minutes 35 Item 6. City Council Minutes 06-12-2025 Page 1 of 2 CITY COUNCIL MEETING MINUTES JUNE 12, 2025, 5:30 PM CITY COUNCIL SPECIAL MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE SPECIAL MEETING TO ORDER AND ESTABLISH A QUORUM Mayor Muir called the special meeting to order at 5:37 p.m. COUNCILMEMBERS PRESENT Mayor Thomas Muir Mayor Pro Tem, Place 2 Gary Bilyeu Councilmember, Place 1 Marissa Barrett arrived at 5:50 p.m. Councilmember, Place 3 Josh Burrus Councilmember, Place 4 Allen Chick Councilmember, Place 5 Victor Gann COUNCILMEMBERS ABSENT None STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, City Attorney Hugh Coleman, Chief Financial Officer Clayton Gray, Director of Director of Human Resources and Special Projects Jeriana Staton-Hemb, Police Chief Tyson Cheek, and Lt. Justin Lewis. Attorney, Brown & Hofmeister, Terry Welchelch INVOCATION AND PLEDGE Councilmember Chick gave the Invocation. The Pledge of Allegiance was led by Councilmember Gann. CITIZENS COMMENTS No one addressed the Council. 36 Item 6. City Council Minutes 06-12-2025 Page 2 of 2 EXECUTIVE SESSION Pursuant to the Open Meetings Act, Chapter 551, the City Council Will Meet in a Closed Executive Session in Accordance with the Texas Government Code: Section 551.071. CONSULTATION WITH ATTORNEY For deliberations regarding legal (A) pending or contemplated litigation; or (B) a settlement offer; or (2) on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter regarding legal consultation with attorney regarding pending administrative action, and all matters incident and related thereto. Section 551.074. PERSONNEL MATTERS For deliberations regarding the appointment, employment, evaluation, reassignment, duties, discipline or dismissal of a public officer or employee. - City Attorney Council convened into executive session at 5:39 p.m. RECONVENE INTO REGULAR SESSION Council reconvened into open session at 9:05 p.m. Councilmember Chick left the meeting at 6:50 p.m. Motion effective immediately to place Mr. Coleman on administrative paid leave for 30 days pursuant to Section 4 of Mr. Coleman’s 4th amended employment agreement. Motion: Bilyeu Second: Barrett Ayes: Barrett, Bilyeu, Burrus, and Gann. Nays: None Motion passed unanimously. ADJOURN There being no further business, Mayor Muir adjourned the meeting at 9:07 p.m. _______________________________ Thomas E. Muir, Mayor ______________________________ Kelly Edwards, City Secretary 37 Item 6. CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action on the minutes from the June 16, 2025, meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION: Approve the minutes from the meeting on June 16, 2025. ATTACHMENTS: City Council minutes 38 Item 7. City Council Minutes 06-16-2025 Page 1 of 10 CITY COUNCIL MEETING MINUTES JUNE 16, 2025, 6:00 PM CITY COUNCIL REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS CALL THE WORK SESSION TO ORDER AND ESTABLISH A QUORUM Mayor Muir called the work session to order at 6:02 p.m. COUNCILMEMBERS PRESENT Mayor Thomas Muir Mayor Pro Tem, Place 2 Gary Bilyeu Councilmember, Place 3 Josh Burrus Councilmember, Place 4 Allen Chick Councilmember, Place 5 Victor Gann COUNCILMEMBERS ABSENT Councilmember, Place 1 Marissa Barrett STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, Director of Development Services Ramie Hammonds, and Police Chief Tyson Cheek. OVERVIEW OF ITEMS ON THE REGULAR AGENDA Discussion ensued regarding Item 16 and Item 19. Discussion ensued regarding the Code of Ordinance amendments. ADJOURN THE WORK SESSION There being no further business, Mayor Muir adjourned the work session at 6:56 p.m. 39 Item 7. City Council Minutes 06-16-2025 Page 2 of 10 CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM Mayor Muir called the regular meeting to order at 7:07 p.m. COUNCILMEMBERS PRESENT Mayor Thomas Muir Mayor Pro Tem, Place 2 Gary Bilyeu Councilmember, Place 3 Josh Burrus Councilmember, Place 4 Allen Chick Councilmember, Place 5 Victor Gann COUNCILMEMBERS ABSENT Councilmember, Place 1 Marissa Barrett STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, Director of Development Services Ramie Hammonds, Electric Director Ronnie Grace, and Police Chief Tyson Cheek. INVOCATION AND PLEDGE Councilmember Gann gave the Invocation. The Pledge of Allegiance was led by Councilmember Chick. CITIZENS COMMENTS Peggy Williams, spoke regarding the Senior Center. Arlene Perez, spoke regarding the process and procedures of the Police Department. PUBLIC HEARING ITEMS 1. Conduct a public hearing on a rewrite of Chapter 3 Building Regulations, Article 3.1400 Sign Regulations, of the Code of Ordinances. Mayor Muir opened the public hearing at 7:27 p.m. Director Hammonds provided an overview of the item. Mayor Muir closed the public hearing at 7:29 p.m. 40 Item 7. City Council Minutes 06-16-2025 Page 3 of 10 2. Conduct a public hearing on a rewrite of Chapter 10 Subdivision Regulations, of the Code of Ordinances. Mayor Muir opened the public hearing at 7:29 p.m. Director Hammonds provided an overview of the item. Mayor Muir closed the public hearing at 7:31 p.m. 3. Conduct a public hearing on a rewrite of Chapter 14 Planning and Zoning, of the Code of Ordinances. Mayor Muir opened the public hearing at 7:31 p.m. Director Hammonds provided an overview of the item. Mayor Muir closed the public hearing at 7:33 p.m. 4. Conduct a public hearing on amendments to Chapter 6, Health and Sanitation, of the Code of Ordinances, amending the chapter to include more enforceable code regulations. Mayor Muir opened the public hearing at 7:33 p.m. Director Hammonds provided an overview of the item. Mayor Muir closed the public hearing at 7:35 p.m. 5. Conduct a public hearing on amendments to Chapter 8, Health and Sanitation, of the Code of Ordinances, amending the chapter to include more enforceable code regulations. Mayor Muir opened the public hearing at 7:35 p.m. Director Hammonds provided an overview of the item. Mayor Muir closed the public hearing at 7:36 p.m. 6. Conduct a public hearing on amendments to Chapter 12, Traffic and Vehicles, of the Code of Ordinances, amending the chapter to include more enforceable code regulations. Mayor Muir opened the public hearing at 7:36 p.m. Director Hammonds provided an overview of the item. Mayor Muir closed the public hearing at 7:37 p.m. 41 Item 7. City Council Minutes 06-16-2025 Page 4 of 10 7. Conduct a Public Hearing on a Petition for Creation of the Elada Public Improvement District No. 1 (PID-01), from the PAC Group, LTD and Ron Williamson Quarter Horses, Inc. (Owners). Mayor Muir opened the public hearing at 7:37 p.m. Director Hammonds provided an overview of the item. Mayor Muir closed the public hearing at 7:39 p.m. 8. Conduct a Public Hearing on a request to a Replat of Bolivar Heights Addition being approximately 5.713 acres of land described as Bolivar Heights Addition, Lot 1 and Lot 1(PT), within the City of Sanger’s ETJ, generally on the north side of FM 455 W, approximately 1289 west of the intersection of FM 455 W and Sam Bass Road. Mayor Muir opened the public hearing at 7:40 p.m. Director Hammonds provided an overview of the item. Mayor Muir closed the public hearing at 7:41 p.m. CONSENT AGENDA 9. Consideration and possible action on Ordinance 06-14-25, a rewrite of Chapter 3 Building Regulations, Article 3.1400 Sign Regulations, of the Code of Ordinances. 10. Consideration and possible action on Ordinance 06-13-25, a rewrite of Chapter 10 Subdivision Regulations, of the Code of Ordinances. 11. Consideration and possible action on Ordinance 06-12-25 a rewrite of Chapter 14 Planning and Zoning, of the Code of Ordinances. 12. Consideration and possible action on amendments to Chapter 6, Health and Sanitation, of the Code of Ordinances, amending the chapter to include more enforceable code regulations. 13. Consideration and possible action on Ordinance 06-16-25 amendments to Chapter 8, Offenses and Nuisances, of the Code of Ordinances, amending the chapter to include more enforceable code regulations. 14. Consideration and possible action on Ordinance 06-17-25 amendments to Chapter 12, Traffic and Vehicles, of the Code of Ordinances, amending the chapter to include more enforceable code regulations. 42 Item 7. City Council Minutes 06-16-2025 Page 5 of 10 15. Consideration and possible action on purchasing materials from Techline Inc. for the Blue Star Building L Service and authorizing the City Manager to execute the agreement and all necessary documents. 16. Consideration and possible action on a Resolution 2025-06, a Petition for Creation of the Elada Public Improvement District No. 1 (PID-01) from the PAC Group, LTD and Ron Williamson Quarter Horses, Inc. (Owners). 17. Consideration and possible action on the minutes from the June 2, 2025, meeting. Mayor Muir removed Items 9-14 and Item 16 for additional discussion. Motion to approve Item 15 and Item 17 as presented. Motion: Bilyeu Second: Burrus Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. Mayor Muir adjusted the agenda to prioritize the remaining items, proceeding first with the action items, followed by the executive session items, and then returning to the remaining items on the consent agenda. Motion to approve Item 9 of the consent agenda as presented. Motion: Bilyeu Second: Burrus Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. Motion to approve Item 10 of the consent agenda as presented. Motion: Bilyeu Second: Gann Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. 43 Item 7. City Council Minutes 06-16-2025 Page 6 of 10 Motion to approve Item 11 of the consent agenda with the modifications that payday lending and cash advance use be restricted to RC zoning with an SUP, in addition, sexually oriented businesses shall be prohibited in all categories, except to I with an SUP. Motion: Bilyeu Second: Burrus Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. Motion to approve Item 12, Ordinance 06-15-25 of the consent agenda as presented. Motion: Burrus Second: Gann Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. Motion to approve Item 13 of the consent agenda as presented. Motion: Gann Second: Burrus Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. Motion to approve Item 14 of the consent agenda as presented. Motion: Burrus Second: Gann Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. ACTION ITEMS 18. Consideration and possible action on a Preliminary Plat of Sanger Daycare Addition, being approximately 5.070 acres of land described as MARY H SHIRLEY BLK 14(S PT), 15, and A1241A TIERWESTER, TR 276, generally located on the east side of 2nd Street approximately 142 feet north of Jackilu Street. Director Hammonds stated that the applicant withdrew the project at this time. No action. 44 Item 7. City Council Minutes 06-16-2025 Page 7 of 10 19. Consideration and possible action on a Development Agreement between the City of Sanger, Meritage Homes (Developer), PAC Group, LTD and Ron Williamson Quarter Horses, Inc. (Owners), to develop a residential development utilizing a Public Improvement District. Motion to approve. Motion: Bilyeu Second: Gann Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. 20. Consideration and possible action on a request to a Replat of Bolivar Heights Addition being approximately 5.713 acres of land described as Bolivar Heights Addition, Lot 1 and Lot 1(PT), within the City of Sanger’s ETJ, generally on the north side of FM 455 W, approximately 1289 west of the intersection of FM 455 W and Sam Bass Road. Motion to deny due to comments that have not been satisfied. Motion: Bilyeu Second: Burrus Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. 21. Consideration and possible action on authorizing the City Manager to execute a contract with Mobile Modular for the construction of a modular building for the Sanger, TX Senior Center. Motion to approve. Motion: Bilyeu Second: Burrus Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. 45 Item 7. City Council Minutes 06-16-2025 Page 8 of 10 22. Consideration and possible action authorizing the City Manager to approve a proposal from Cardwell Paving LLC., to construct a parking lot on the corner of 2nd Street and Bolivar Street. Motion to approve. Motion: Bilyeu Second: Gann Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. 23. Consideration and possible action authorizing the City Manager to execute a contract with Tactical for the demolition of the Lumber Yard at 125 Elm Street for the added parking in Sanger Downtown. Motion to approve. Motion: Bilyeu Second: Gann Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. 24. Consideration and possible action on Ordinance 06-18-25, amending the budget for the 2024-2025 fiscal year and authorizing amended expenditures as provided; providing for the repeal of all ordinances in conflict; providing a cumulative clause; providing for a severability clause; and providing a savings clause; an establishing an effective date. Motion to approve. Motion: Chick Second: Burrus Ayes: Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. 46 Item 7. City Council Minutes 06-16-2025 Page 9 of 10 25. Consideration and possible action Resolution 2025-07, nominating a representative to the Denco 911 District board of managers for a two-year term beginning October 1, 2025. Motion to nominate Steve Southwell. Motion: Chick Second: Bilyeu Ayes: Barrett, Bilyeu, Burrus, Chick, and Gann. Nays: None Motion passed unanimously. FUTURE AGENDA ITEMS Councilmember Bilyeu requested a work session to review and discuss how other municipalities handle public assemblies through ordinances. INFORMATIONAL ITEMS 26. Republic Services Waste Report - May 2025 EXECUTIVE SESSION Pursuant to the Open Meetings Act, Chapter 551, the City Council Will Meet in a Closed Executive Session in Accordance with the Texas Government Code: Section 551.071. CONSULTATION WITH ATTORNEY For deliberations regarding legal (A) pending or contemplated litigation; or (B) a settlement offer; or (2) on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter. - Laguna Azure Sewer Certificate of Convenience and Necessity (CCN) Council convened into executive session at 8:50 p.m. RECONVENE INTO REGULAR SESSION Council reconvened into open session at 9:20 p.m. No action taken. 47 Item 7. City Council Minutes 06-16-2025 Page 10 of 10 ADJOURN There being no further business, Mayor Muir adjourned the meeting at 10:19 p.m. _______________________________ Thomas E. Muir, Mayor ______________________________ Kelly Edwards, City Secretary 48 Item 7. CITY COUNCIL COMMUNICATION DATE: June 16, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Conduct a Public Hearing on the Creation of the Elada Public Improvement District No. 1 (PID-01), from the PAC Group, LTD and Ron Williamson Quarter Horses, Inc. (Owners). SUMMARY: This resolution provides the following information: o Advisability of the Proposed Improvements o General Nature of Proposed Improvements o Estimated Costs of Authorized Improvements o Boundaries of Proposed District o Proposed Method of Assessments o Management of the District o Advisory Board FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 49 Item 8. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 1500 3000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 2/19/2025 8:15:29 PM 14 Item 4. Location Map Elada Planned Development 50 Item 8. CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Conduct a public hearing on a request for a zoning change from Agriculture A to Planned Development PD for a total of 306.36 acres of land, 60 acres described as A1241A TIERWESTER, TR 4 and 246.36 acres described as A1241A TIERWESTER, TR 8 within the City of Sanger, and generally located north of Belz Rd approximately 1035 feet of the intersection of I-35 and Belz Rd. SUMMARY: The development will be a planned development. The development will consist of approximately 234.73 acres which will consist of not more that 1,100 single-family detached. The development will be developed in phases and the amenities will be completed with the first phase. It will consist of 50’ Manor lots and 60’ Estate lots, lot widths will be measured at the rear of the required front yard setback. Estate lots will consist of homes of a min 2000 square feet, except for 25% which shall be a min 1800 square feet. Manor lots will consist of homes a min 1800 square feet, except for 25% which shall be a min 1600 square feet. Setbacks shall be 20’ front yard, 5’ side yard except adjacent a street and then shall be 10’ and 20’ rear yard. It will have 71.63 acres for park, open space, detention or retention areas, and amenity areas. The development will have parks, trails, and open space. Open spaces/parks will be connected sidewalks, trails or pedestrian pathways. Trails will be a min 6’ in width. Staff mailed out public hearing notices to owners of properties within 200 feet of the subject property and has received 6 responses opposed. Planning & Zoning recommended approval on 3-10-25. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map 51 Item 9. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 1500 3000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 2/19/2025 8:15:29 PM 14 Item 4. Location Map Elada Planned Development 52 Item 9. CITY COUNCIL COMMUNICATION DATE: June 16, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Resolution 2025-08, the Creation of the Elada Public Improvement District No. 1 (PID-01) from the PAC Group, LTD and Ron Williamson Quarter Horses, Inc. (Owners). SUMMARY: This resolution provides the following information: o Advisability of the Proposed Improvements o General Nature of Proposed Improvements o Estimated Costs of Authorized Improvements o Boundaries of Proposed District o Proposed Method of Assessments o Management of the District o Advisory Board FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map Resolution 2025-06 53 Item 10. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 1500 3000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 2/19/2025 8:15:29 PM 14 Item 4. Location Map Elada Planned Development 54 Item 10. 45511320v.1 CITY OF SANGER, TEXAS RESOLUTION NO. R2025-08 A RESOLUTION OF THE CITY OF SANGER, TEXAS, AUTHORIZING AND CREATING THE ELADA PUBLIC IMPROVEMENT DISTRICT IN ACCORDANCE WITH CHAPTER 372 OF THE TEXAS LOCAL GOVERNMENT CODE; PROVIDING FOR RELATED MATTERS; AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City of Sanger, Texas (the “City”), is authorized under Chapter 372 of the Texas Local Government Code (the “Act”), to create a public improvement district within its corporate limits or extraterritorial jurisdiction; and WHEREAS, on May 29, 2025, PAC GROUP LTD.., a Texas limited partnership, and RON WILLIAMSON QUARTER HORSES, INC., a Texas corporation (collectively, the “Petitioner”) submitted and filed with the City Secretary of Sanger a petition (the “Petition”) requesting the establishment of a public improvement district for property within the corporate limits of the City; and WHEREAS, the Petition requested the creation of Elada Public Improvement District (the “District”), which District is located within the corporate limits of the City and more particularly described by metes and bounds in Exhibit “A” (the “Property”), attached hereto and incorporated herein for all purposes; and WHEREAS, the City Council of the City (the “City Council”) has investigated and determined that the facts contained in the Petition are true and correct; and WHEREAS, after publishing notice in the Denton Record Chronicle a newspaper of general circulation in the City, and mailing notice of the hearing, all as required by and in conformity with the Act, the City Council conducted a public hearing on the advisability of the improvements and services on June 16, 2025; and WHEREAS, the City Council adjourned and closed the public hearing. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: Section 1. The findings set forth in the recitals of this Resolution are hereby found to be true and correct. Section 2. The Petition submitted to the City by the Owner was filed with the City Secretary and complies with Section 372.005 of the Act. Section 3. Pursuant to the requirements of the Act, including, without limitation, Sections 372.006 and 372.009, the City Council, after considering the Petition and the evidence and testimony presented at the public hearing on June 16, 2025, hereby finds and declares: (a) Advisability of the Proposed Improvements. It is advisable to create the District to provide the Authorized Improvements (hereinafter defined). The Authorized Improvements are 55 Item 10. 45511320v.1 feasible and desirable and will promote the interests of the City and will confer a special benefit on the Property. (b) General Nature of the Authorized Improvements. The general nature of the proposed public improvements (collectively, the “Authorized Improvements”) are those permitted by the Act, which shall be provided by the District in phases, including, without limitation, any or all of the following to the extent permitted by the Act: (1) landscaping; (2) erection of fountains, distinctive lighting, and signs; (3) acquiring, constructing, improving, widening, narrowing, closing, or rerouting of sidewalks or of streets, any other roadways, or their rights-of-way, including related landscaping, lighting, traffic control devices, screening walls and retaining walls; (4) construction or improvement of pedestrian malls; (5) acquisition and installation of pieces of art; (6) acquisition, construction or improvement of off-street parking facilities; (7) acquisition, construction or improvement of water, wastewater, or drainage facilities or improvements; (8) the establishment or improvement of parks; (9) projects similar to those listed in (1)-(8), above; (10) acquisition, by purchase or otherwise, of real property in connection with an authorized improvement; (11) special supplemental services for improvement and promotion of the District, including services relating to advertising, promotion, health and sanitation, water and wastewater, roadways, public safety, security, business recruitment, development, recreation, and cultural enhancement; (12) acquisition of contract rights in connection with an authorized improvement (items (1) through (12), collectively, the “Public Projects”); and (13) the payment of expenses incurred in the establishment, administration, and operation of the District, costs of bond issuance, legal and financial fees, letter of credit fees and expenses, capitalization of bond interest, the creation of a bond reserve fund, funding debt service, and capitalized interest reserves and credit enhancement fees of any bonds issued by or on behalf of the District, if necessary (the “Administrative Expenses”) (together with the Public Projects, the “Authorized Improvements”). These Authorized Improvements shall promote the interests of the City and confer a special benefit upon the Property. (c) Estimated Cost of the Authorized Improvements. The current estimated cost of the Authorized Improvements is $80,000,000, which costs shall be paid by assessment of the property owners within the proposed District. (d) Boundaries of Proposed District. The District is proposed to include approximately 306 acres of land, as described by metes and bounds in Exhibit “A” attached hereto. (e) Proposed Method of Assessments. The City shall levy special assessments to be paid in installments on all useable property within the District, net of any public right-of-way, according to the value of the property, without regard to the value of improvements on the property, or in any other manner that results in imposing equal shares of the cost on property similarly benefitted. After creation of the District, a service and assessment plan will be prepared showing the special benefits accruing to property within the District and how the costs of the Authorized Improvements are assessed against the property on the basis of special benefit received by the property from the same. (f) Management of the District. The management of the District will be by the City, with the assistance of one or more consultants selected by the City, who shall, from time to time, 56 Item 10. 45511320v.1 advise the City regarding certain operations of the District. The City may contract with a private company for District administrative services. (g) Advisory Board. An Advisory Board may, at the discretion of City Council, be established to develop and recommend an improvement plan to the Council. Petitioner requests that if the Council establishes an Advisory Board, that such Advisory Board should include representatives of the Petitioner or their designees. Section 4. The Elada Public Improvement District is hereby authorized and created as a public improvement district under the Act and in accordance with the findings of the City Council as to the advisability of the Authorized Improvements contained in this Resolution, the nature and the estimated costs of the Authorized Improvements, the boundaries of the District, the method of assessment, and the apportionment of costs as described herein; and the conclusion that the District is needed to fund such Authorized Improvements. Section 5. No later than seven (7) days after the date hereof, notice of creation of the District shall be given by recording this Resolution in the Official Records of Denton County, Texas. Section 6. This Resolution shall take effect immediately from and after its passage and publication as required by law. PASSED AND APPROVED THIS THE 7th DAY OF July 2025. APPROVED: _______________________________ Thomas E. Muir, Mayor ATTEST: _______________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ City Attorney 57 Item 10. 45511320v.1 Exhibit “A” 58 Item 10. 45511320v.1 59 Item 10. 45511320v.1 60 Item 10. 45511320v.1 61 Item 10. CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a request for a zoning change from Agriculture A to Planned Development PD for a total of 306.36 acres of land, 60 acres described as A1241A TIERWESTER, TR 4 and 246.36 acres described as A1241A TIERWESTER, TR 8 within the City of Sanger, and generally located north of Belz Rd approximately 1035 feet west of the intersection of I-35 and Belz Rd. SUMMARY: The development will be a planned development. The development will consist of approximately 234.73 acres which will consist of not more that 1,100 single-family detached. The development will be developed in phases and the amenities will be completed with the first phase. It will consist of 50’ Manor lots and 60’ Estate lots, lot widths will be measured at the rear of the required front yard setback. Estate lots will consist of homes of a min 2000 square feet, except for 25% which shall be a min 1800 square feet. Manor lots will consist of homes a min 1800 square feet, except for 25% which shall be a min 1600 square feet. Setbacks shall be 20’ front yard, 5’ side yard except adjacent a street and then shall be 10’ and 20’ rear yard. It will have 71.63 acres for park, open space, detention or retention areas, and amenity areas. The development will have parks, trails, and open space. Open spaces/parks will be connected sidewalks, trails or pedestrian pathways. Trails will be a min 6’ in width. Staff mailed out public hearing notices to owners of properties within 200 feet of the subject property and has received 6 responses opposed. Planning & Zoning recommended approval on 3-10-25. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Ordinance 07-19-25 Elada PD with Exhibits Application 62 Item 11. Application 2 Letter of Intent Response Form 1 – OPPOSED Response Form 2 – OPPOSED Response Form 3 – OPPOSED Response Form 4 – OPPOSED Response Form 5 – OPPOSED Response Form 6 – OPPOSED 63 Item 11. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 1500 3000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 2/19/2025 8:15:29 PM 14 Item 4. Location Map Elada Planned Development 64 Item 11. Ordinance – 07-19-25 – Elada Addition - PD Page 1 of 2 CITY OF SANGER, TEXAS ORDINANCE 07-19-25 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON COUNTY, TEXAS, AMENDING THE ZONING MAP FOR APPROXIMATELY 303.36 ACRES OF LAND DESCRIBED AS A1241A TIERWESTER, TR 4, OLD DCAD SHT 6, TR 2 AND A1241A TIERWESTER TR 8, OLD DCAD SHT 6 TR 2; FROM (A) AGRICULTURAL TO (PD 07-19-25) PLANNED DEVELOPMENT 07-19-25; PROVIDING FOR THE REPEAL OF ALL ORDINANCES IN CONFLICT; PROVIDING A CUMULATIVE CLAUSE; PROVIDING FOR A SEVERABILITY CLAUSE; PROVIDING FOR A PENALTY OF FINE IN ACCORDANCE WITH SECTION 1.109 OF THE CODE OF ORDINANCE FOR VIOLATIONS; AND PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the City of Sanger (the “City”) is a home rule municipality regulated by state law and Charter; and WHEREAS, the Planning and Zoning Commission on March 10, 2025, duly covered and conducted a public hearing for the purpose of assessing a request for amendment to the Zoning Map, recommending approval for the hereinafter described property; and WHEREAS, all requests for amendment to the Zoning Map were duly filed with the City of Sanger, Texas, concerning the hereinafter described property; and WHEREAS, the following provision of proper legal notice requirements, including written notice to owners within 200 feet of the subject property, were made in the time and manner prescribed by law; and WHEREAS, the City Council finds that the passage of this Ordinance is in the best interest of the citizens of Sanger. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. That an amendment to the Zoning Map from (A) Agricultural to (PD 07-19- 25) Planned Development 07-19-25 is hereby granted for the property generally located north of Belz Road and approximately 1,035 feet west of the intersection of I-35 and Belz Road, described in the hereto attached Elada PD pages 1-27 including exhibits A-H. SECTION 2. That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. 65 Item 11. Ordinance – 07-19-25 – Elada Addition - PD Page 2 of 2 SECTION 3. It is hereby declared to be the intention of the City Council that the sections, paragraphs, sentences, clauses, phrases and words of this Ordinance are severable and, if any word, phrase, clause, sentence, paragraph, or section of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining portions of this Ordinance, since the same would have been enacted by the City Council without the incorporation in this Ordinance of any such unconstitutional word, phrase, clause, sentence, paragraph, or section. SECTION 5. Any person, firm or corporation who shall violate any of the provisions of this article shall be guilty of a misdemeanor and upon conviction shall be fined in accordance with the general penalty provision found in The Code of Ordinances, Section 1.109 General Penalty for Violations of Code. SECTION 6. This ordinance will take effect immediately from and after its passage and the publication of the caption, as the law and Charter in such cases provide. PASSED AND APPROVED by the City Council of the City of Sanger, Texas, on this 7th day of July, 2025. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ City Attorney 66 Item 11. 1 THE ELADA PD (306.36 ACRES) Purpose Statement – The purpose of this planned development district (“PD”) is to establish a quality master planned residential community for the property described by metes and bounds on Exhibit "A" (the "Property") of this PD Ordinance. Development and use of the Property shall comply with the Sanger Zoning Ordinance as it existed on the date of its adoption on August 3, 1987, as subsequently amended by Ordinance No. 06-12-25 approved by the City Council of the City of Sanger, Texas on June 16, 2025 (the "Zoning Ordinance"), as amended by this PD ordinance. In the event of a conflict between the Zoning Ordinance and this PD Ordinance, this PD Ordinance shall control. In the event of a conflict between this PD Ordinance and the Concept Plan/ Development Plan, this PD Ordinance shall control. In the event of a conflict between the Concept Plan/ Development Plan and the Zoning Ordinance, the Concept/ Development Plan shall control. PROPOSED USES Single Family (306.36 Acres) Approximately 234.73 acres are proposed as single family detached uses, and approximately 71.63 acres are proposed to be used for park, open space, detention or retention areas and amenity areas. CONCEPT PLAN/ DEVELOPMENT PLAN A conceptual site plan/development plan for the Property is attached as Exhibit "B" (“Concept Plan/ Development Plan”) and all development shall generally conform to the Concept Plan/ Development Plan, except as may be modified as provided herein. The Concept Plan/ Development Plan shall satisfy all requirements under the Zoning Ordinance to submit/ approve both a conceptual plan and a development plan for this PD and no further development plan or approvals by the Planning and Zoning Commission or City Council with respect to a concept plan or development plan shall be required. Changes of detail or amendments to the Concept Plan/ Development Plan, Preliminary Open Space Concept Plan, or any other exhibits attached hereto may be authorized by the Development Services Director or his/her designated representative (the “Development Services Director”) so long as such changes or amendments: do not alter the basic relationship of the proposed development to adjacent property and which do not alter the uses permitted, increase the density above 1,100 dwelling units, increase building height above 35 feet, or increase lot coverage for any residential lot above 65% and which do not decrease the required off street parking ratio, or reduce the minimum yards required pursuant to Section I of the Development Standards (below). The applicant may appeal the decision to deny an amendment to the Concept Plan/ Development Plan or any other exhibits attached hereto to the City’s Planning and Zoning Commission and City Council. For any amendments that are not authorized to be approved by the Development Services Director herein or in the Zoning Ordinance (or by the Building Official in the Zoning Ordinance), the applicant may apply for an amendment through the same process as a zoning amendment. 67 Item 11. 2 The Property may be developed in phases. The property owner or developer may designate the phases in its sole discretion as long as the Amenity Area (defined herein) is included with the first phase developed. COMMUNITY FEATURES The hardscape within the community shall include entry monuments, screening walls and community signage constructed of brick or stone. Signs shall not be within the sight visibility triangles. A mandatory homeowners association shall be established to own and maintain the private open spaces, common areas and greenbelts that are accessible to all residents; landscape improvements within common areas; fencing along the perimeter of the Property or along any open space or common areas; entry monuments and signage. The homeowners’ association shall maintain any on-street parking spaces within a street right-of-way and any parking spaces located within a common area lot. Private trails and sidewalks shall be constructed within a pedestrian access easement or within the right-of-way and owned and maintained by the HOA. The Parkland (defined below) will be maintained by the City of Sanger. DEVELOPMENT STANDARDS I. Lot Sizes, Setbacks, etc. for Single Family Detached. Except as otherwise provided below, detached single family residences shall comply with Article III, Section 5, "MD" Medium Density Residential District of the Zoning Ordinance, subject to the following changes: A. Minimum Lot Width, Depth, and Size. The Estate Lots (min. 60' X 115'): The minimum lot width shall be 60 feet. The minimum lot depth shall be 115 feet. The minimum lot area shall be 6,900 square feet. “Estate Lots” shall be considered any residential lots that are 60 feet in width or greater. The Manor Lots (min. 50' X 115'): The minimum lot width shall be 50 feet. The minimum lot depth shall be 115 feet. The minimum lot area shall be 5,750 square feet. “Manor Lots” shall be considered any residential lots that are less than 60 feet in width. In general (applies to both Estate Lots and Manor Lots): There is no requirement for corner lots with a width of less than seventy-five (75) feet to be at least five (5) feet wider than the average of interior lots in the block. Corner lots may meet the minimum lot width requirements as specified herein in lieu of any City requirements for corner lots to have a larger width. B. Minimum Dwelling Size. 68 Item 11. 3 The Estate Lots: The minimum air-conditioned area within each residence shall be 2,000 square feet, except up to 25% of the total number of Estate Lots within the overall Property may be less than 2,000 square feet, but must be at least 1,800 square feet. The Manor Lots: The minimum air-conditioned area within each residence shall be 1,800 square feet, except up to 25% of the total number of Manor Lots within the overall Property may be less than 1,800 square feet, but must be at least 1,600 square feet. C. Maximum Density. The maximum number of dwelling units that may be developed within the Property is 1,100 dwelling units, which may be a mix of Estate Lots and Manor Lots. Notwithstanding the proposed locations of lots and lot types as shown on the Concept Plan/ Development Plan, the developer may change the location of lots and/or lot types (i.e., Estate Lots and Manor Lots) and relocate lots/ lot types and such amendments to the Concept Plan/ Development Plan will be approved by the Development Services Director so long as: (i) the total number of dwelling units located on the Property is not more than 1,100 dwelling units; (ii) the total number of Estate Lots located on the Property (i.e., the entirety of the Property, not per phase) is not less than 300 lots; and (iii) the total number of Manor Lots located on the Property (i.e., the entirety of the Property, not per phase) is not more than 750 lots. D. Maximum Height. The maximum building height shall be 2 stories, up to 35 feet. E. Front Yard Setback. The minimum front yard building setback for main and secondary buildings shall be twenty feet (20'). Front porches and architectural features such as stoops, overhangs, courtyard walls, masonry chimneys and bay windows may extend into the front yard a maximum of five feet (5'). F. Side Yard Setback. The minimum side yard building setback for main and secondary buildings shall be five feet (5') on each interior side. A side yard adjacent to a street on a corner lot shall have a minimum ten-foot (10') side yard building setback. On corner lots, the front yard setback is not required to be observed along the frontage of both intersecting streets (i.e., the side yard street setback specified herein applies instead). 69 Item 11. 4 G. Rear Yard Setback. The minimum rear yard building setback for main buildings shall be twenty feet (20') from the rear facade of the residence (excluding porches and projecting architectural features) to the rear lot line. Covered porches and architectural features such as stoops, overhangs, courtyard walls, masonry chimneys and bay windows may extend into the rear yard a maximum of five feet (5’). Uncovered porches may extend into the rear yard beyond the five feet (5’) maximum. The minimum rear yard setback for secondary buildings shall be three feet (3’). H. Maximum Lot Coverage. The maximum lot coverage is 65% for any residential lot. Lot coverage is the percentage of the total area of a lot covered by the base (first story of floor) of all buildings (i.e., main and secondary buildings) located on the lot and by driveways, parking, and any other concrete work or flat work. There is no separate maximum lot coverage for the main building. I. Parking; Garages. 1. Two attached covered spaces behind the front yard line shall be provided for single-family units, plus a minimum parking space of seventeen (17) feet wide and seventeen (17) feet long. The minimum 17 x 17 parking space may be provided in the driveway and is not required to be behind the front yard line. 2. An enclosed parking area of at least four hundred (400) square feet shall be provided for a garage (this does not count towards the minimum house size). The face of a garage door must be located at least 20 feet from the street right-of-way line that the garage door faces. The garage door does not have to be behind the street facing façade of the house, but may not extend more than 10 feet beyond the front façade of the house. Split garage doors with a separate door for each vehicle bay are not required. J. Misc. All residential dwellings may be front entry. K. Design Elements. Except as provided herein or elsewhere in this PD Ordinance, all residential dwellings will meet the City of Sanger Exterior Façade Design Criteria Manual as adopted on October 7, 2019 (the “Design Manual”). In the event of a conflict between this PD Ordinance (including any provisions herein) and the Design Manual, this PD Ordinance shall control. 1. Except as provided herein, all single family residential dwelling units shall have attached garages with the garage door not occupying more than 40% of the total building frontage. This 40% measurement does not apply to (i) garages 70 Item 11. 5 facing an alley or courtyard entrance; or (ii) 3-car garage homes. Any garage facing a public street may extend beyond the house front, subject to Article I.I. above. 2. All walls, except gabled roof areas, which face a street other than an alley must contain at least 25% of the wall space in windows and doors. Windows and doors on a garage may count towards the 25% requirement. 3. The Home Variety requirements in Article VIII herein apply in lieu of the home repetition requirements in Number 7 under Single-Family and Duplex Development of the Design Manual. The home repetition requirements in Number 7 under Single-Family and Duplex Development of the Design Manual are not applicable. II. General Conditions. A. For the purposes of determining compliance with the lot width requirements, lot widths shall be measured at the rear of the required front yard setback as shown on the Final Plats. An example of this measurement is shown in Figure 1 below. Figure 1. B. Sidewalks may be located outside of the public right-of-way if located within an adjacent open space lot or common area lot with a pedestrian access easement to provide for meandering sidewalks and trails that may be located within adjacent common area lots or open space lots or to preserve existing trees along perimeter roads. Any such sidewalks shall be a minimum of four feet in width. 71 Item 11. 6 III. Residential Single Family Detached Landscape Requirements. Except as otherwise provided below, landscape requirements shall comply with Article I, Section 9, Landscape Regulations of the Zoning Ordinance, subject to the following changes: The following requirements apply to single family residential development: A. Each single-family residence shall have an irrigation system in the front yard and street corner side yard with a freeze sensor regulator shut off. B. Each residential lot shall have a minimum of one (1) large tree with a minimum caliper of three (3) inches measured at a height of six (6) inches above the ground planted in the front yard. The required large tree shall be selected from the list of large shade tree species included with Exhibit “C” (the “Approved Tree List”), unless otherwise approved by the Development Services Director. C. In addition to the large tree required per Section III.B. above, each residential lot shall have at least one (1) ornamental tree with a minimum caliper of two (2) inches measured at a height of six inches above the ground to be placed at the preference of the owner, builder or developer within the residential lot. The required ornamental tree shall be selected from the Approved Tree List, unless otherwise approved by the Development Services Director. If the lot fronts or sides onto a common area lot or open space lot, the ornamental tree requirement may be satisfied by at least one ornamental tree being planted in the adjacent greenspace. D. No other front yard, side yard, or rear yard tree planting requirement shall apply. E. The Development Services Director may approve other trees that can be planted as required trees in addition to the trees in the Approved Tree List, at the request of the developer, property owner or builder. F. Each residential lot shall have a minimum of ten (10) shrubs placed in the front yard. Individual shrubs shall be a minimum of three (3) gallons in size when planted. IV. Parkland/Trails/Open Space A. Parkland. Developer, and its assigns, agree to dedicate approximately 21.14 acres in the aggregate within the Property for parkland (the "Parkland") to the City of Sanger. The general location(s) of the areas for Parkland dedication are shown on Exhibit “D” attached hereto as “parkland dedication areas”; however, the areas/boundaries for Parkland dedication may shift from what is shown on Exhibit “D” through further site design so long as at least 21.14 acres are dedicated in the aggregate. The Parkland may be dedicated in phases or portions (i.e., the total Parkland area is not required to be dedicated at the same time). The Parkland (or portion thereof) is required to be dedicated prior to the issuance of the 200th certificate of occupancy in the phase in which the respective portion(s) of the Parkland is located within. The developer or property owner may designate the 72 Item 11. 7 phases of the development. The Parkland dedication shall fully satisfy any park land dedication requirements under Chapter 15, Article 15.500 of the Code of Ordinances of the City of Sanger, Texas, as amended, or any other City ordinance (i.e., no further park land dedication or fee in lieu thereof will be required for the development of the Property). Prior to dedication of the applicable portion of the Parkland, subject to Section IV.B(1) herein, the developer or property owner shall construct trails within the Parkland area as generally shown on Exhibit “E”, except when located in an area construction will be crossing (in which case such portions will be completed prior to the issuance of the last certificate of occupancy in the phase in which the respective portion(s) of the trails are located within). The trails are not strictly bound to the locations shown on Exhibit “E” and may be modified with the final design so long as the trails comply with the requirements herein. By way of clarification, only the portion of the trail within the area of Parkland being dedicated is required to be constructed prior to the dedication. Other than the aforementioned trails, the developer or property owner shall not be required to make any improvements to the Parkland area. B. Pedestrian Connectivity. 1. Open spaces/ park areas shall be connected with sidewalks, trails or pedestrian pathways to be a comprehensive pedestrian system that affords connectivity to the entire community as generally shown on Exhibit “E” attached hereto. The trails and sidewalks are not strictly bound to the locations shown on Exhibit “E” and may be modified with the final design so long as the trails and sidewalks comply with the requirements herein. In the event of a conflict between the text of these PD development standards and Exhibit “E”, the text of these PD development standards controls. 2. The pedestrian circulation system shall include trails that are a minimum of six feet in width. Trails in open space areas and within the Parkland area shall be constructed of concrete. The pedestrian circulation system may be located on private property with a pedestrian access easement or within the right-of-way. Along trails, the pedestrian circulation system shall include items such as benches, landscaping, signage, bike racks, and dog waste stations. A minimum of five (5) benches, two (2) bike racks and five (5) dog waste stations shall be provided within the entirety of the Property (i.e., once all trails within the Property have been completed). Any trails, sidewalks (other than those fronting upon the front or corner side of a residential lot), or pedestrian pathways within open space area, greenbelts, detention/retention areas, or common areas may be completed in phases (corresponding with the respective phases of development) and shall be completed prior to the issuance of the 200th certificate of occupancy in the phase in which the respective portion(s) of the trails, sidewalks or pedestrian pathways are located within, except when located in an area construction will be crossing (in which case such portions will be completed prior to the issuance of the last certificate of occupancy in the phase in which the respective portion(s) of the trails, sidewalks or pedestrian pathways are located within). 73 Item 11. 8 3. Except as provided in Section II.B. herein, all interior residential street rights-of- way abutting residential lots shall be improved with sidewalks that are a minimum of four feet in width and constructed by the homebuilders at the time of adjacent house construction. Any sidewalks within interior residential street rights-of-way abutting open space and common area lots shall be a minimum of four feet in width. All sidewalks along Collector and Arterial Road frontages are to be five feet in width. C. Open Space and Amenities. 1. Open space shall be provided generally in the areas shown as “open space” on Exhibit “F” (the Preliminary Open Space Concept Plan”). The open space is not required to conform exactly to the boundaries as shown on Exhibit “F”, so long as the areas are generally consistent. Detention and retention may be provided in open space areas. 2. Developer, and its assigns, agree to install the following amenities, which may be installed in open space areas or common areas (“Required Amenities”): 1. A resident amenity area that includes a swimming pool, at least one shade structure, seating areas, a parking lot, and restroom facilities (“Amenity Area”). 2. A playground area with commercial grade playground equipment. 3. The exact number and location of the Required Amenities may change during the final design process. 4. The Required Amenities may be completed in phases (corresponding with the respective phases of development) and shall be completed prior to the issuance of the 200th certificate of occupancy in the phase in which the respective amenity is located within. D. The open space, trails, and park requirements in this section shall be the exclusive open space, trails, and park requirements that apply to the development of the Property. V. Fencing Requirements A. Screening walls and fence requirements shall be as described in this section and in accordance with the Screening and Fencing Plan attached as Exhibit “G”. The screening walls and fence requirements in this section and Exhibit “G” shall apply in lieu of any fencing or screening requirements in the Zoning Ordinance or Design Manual and shall be the exclusive screening and fencing requirements that apply to the development of the Property. In the event of a conflict between the text of these PD standards and Exhibit “G”, the text of these PD standards shall control. 74 Item 11. 9 B. Developer shall install a perimeter brick or stone screening wall along Belz Road and Metz Road at least 6 feet in height. Floodplain, parks, and open spaces shall be exempt from the screening requirements in this section; however, fencing may be installed in these areas at the developer's option. C. Side yard and back yard fencing on residential lots installed by the developer or homebuilder shall be a maximum of six feet in height and shall be setback a minimum of five feet from the street right-of-way. VI. Street Typology A. All streets and curbs will be designed to City standards unless otherwise approved by the City's engineering department. B. Streets adjacent to common area lots or residential lots may provide for on-street parking. C. Developer shall work with City to determine the location and number of stop signs within the subdivision and speed limits to facilitate traffic calming and maximum the benefit from the pedestrian system. VII. Utilities and Equipment A. Electrical and gas utility meters and AC condensers should be unobtrusively located beyond the front or side street building facade and screened from view from adjacent streets or common open spaces with landscaping or appropriate fencing. Electric meters shall be located not more than 15 feet from the front façade on the side of the house nearest the accessible power source. B. Satellite dishes, and solar panels should be located in less conspicuous locations and out of view from adjacent streets or common open spaces when possible. C. Antennas should be located inside the building when possible. VIII. Home Variety A. In order to avoid monotonous block patterns the same combination (i) house plan, plus (ii) elevation shall not be repeated within three (3) lots on the same side of the street nor within three (3) lots on opposite sides of a street, as illustrated in Exhibit “H”. B. Homes are considered to have a differing appearance/elevation for purposes of Section VIII.A. above if at least three of the following six items deviate: 1. number of stories; 2. material color; 75 Item 11. 10 3. roof type and layout; 4. articulation of the front façade; 5. stone or brick accents (as described in the Design Manual); or 6. at least two architectural elements that differentiate the facade, which may include, but are not limited to: (a) Porch (protruding, recessed, or no porch); (b) Decorative door or window frames; (c) Bay window; (d) Dormers; (e) Balcony (full size or Juliette); or (f) Wing wall. The list in this Section VIII.B. is not exhaustive and other items may differentiate building elevations, as approved by the Development Services Director. 76 Item 11. Exhibit “A” Metes and Bounds Description of the Property TRACT 1 Being a 246.36 acre tract of land out of the H. Tierwester Survey, Abstract No. 1241, situated in the City of Sanger, Denton County, Texas, being all of a called 246.024 acre tract of land conveyed to PAC Group, Ltd. by deed of record in Document Number 2004-150424 of the Official Records of Denton County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found within Belz Road, being the southwest corner of a called 91.822 acre tract of land conveyed to Ron Williamson Consultants, Ltd. by deed of record in Volume 2040, Page 78 of the Real Property Records of Denton County, Texas, and being the southeast corner of said 246.024 acre tract; THENCE, N88°25'43"W, along Belz Road and the common south line of said 246.024 acre tract, a distance of 2,536.15 feet to a 1/2 inch iron rod found at the intersection of Belz Road and Metz Road, being the southwest corner of said 246.024 acre tract; THENCE, N00°47'46"E, along Metz Road and the common west line of said 246.024 acre tract, a distance of 1,891.40 feet to a 1/2 inch iron rod found at the southwest corner of a called 10.00 acre tract of land conveyed to Geromino Polanco Jr. and Rosemarie Polanco by deed of record in Document Number 2015-127213 of said Official Records, being an exterior ell corner of said 246.024 acre tract; THENCE, S89°04'37"E, leaving Metz Road, along the south line of said 10.00 acre tract and the common interior north line of said 246.024 acre tract, a distance of 1,571.10 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the southeast corner of said 10.00 acre tract, being an interior ell corner of said 246.024 acre tract; THENCE, N00°40'58"E, along the interior west line of said 246.024 acre tract, in part being the common east line of said 10.00 acre tract, and in part being the common east line of a tract of land conveyed to Daniel Johnson by deed of record in Document Number 2019-95739 of said Official Records, passing at a distance of 277.85 feet a 5/8 inch iron rod found at the northeast corner of said 10.00 acre tract, being the southeast corner of said Johnson tract, and continuing a total distance of 554.99 feet to a 5/8 inch iron rod found at the northeast corner of said Johnson tract, being an interior ell corner of said 246.024 acre tract; THENCE, N89°04'37"W, along the north line of said Johnson tract and the common interior south line of said 246.024 acre tract, a distance of 1,570.00 feet to a 1/2 inch iron rod found within Metz Road, being the northwest corner of said Johnson tract, and being an exterior ell corner of said 246.024 acre tract; THENCE, N00°49'48"E, along Metz Road and the common west line of said 246.024 acre tract, a distance of 2,103.65 feet to a mag nail found at the southwest corner of a called 37.329 acre 11 77 Item 11. tract of land conveyed to Mango Estates, LLC by deed of record in Document Number 2021- 142267 of said Official Records, being the northwest corner of said 246.024 acre tract; THENCE, leaving Metz Road, along the north line of said 246.024 acre tract, in part being the common south line of said 37.329 acre tract, and in part being the common south line of a called 79.719 acre tract of land conveyed to DAGR-1031, LLC by deed of record in Document Number 2022-47123 of said Official Records, the following two (2) courses and distances: 1. S89°56'29"E, a distance of 1,269.67 feet to a 1/2 inch iron rod with illegible yellow plastic cap found at the southeast corner of said 37.329 acre tract, being the southwest corner of said 79.719 acre tract; 2. S89°42'11"E, a distance of 1,253.13 feet to a 1 inch iron pipe found at the base of a 5 inch wood fence post in the west line of a called 103.99 acre tract of land conveyed to Sanger Ranch, Ltd. by deed of record in Volume 4330, Page 1874 of said Real Property Records, being the southeast corner of said 79.719 acre tract, and being the northeast corner of said 246.024 acre tract; THENCE, along the east line of said 246.024 acre tract, in part being the common west line of said 103.99 acre tract, in part being the common west line of a called 83.720 acre tract of land conveyed to Sanger Ranch, Ltd. by deed of record in Volume 4269, Page 1243 of said Real Property Records, and in part being the common west line of said 91.822 acre tract, the following three (3) courses and distances: 1. S00°34'14"W, a distance of 1,187.16 feet to a 1/2 inch iron rod found at the southwest corner of said 103.99 acre tract, being the northwest corner of said 83.720 acre tract; 2. S00°29'54"W, a distance of 1,579.00 feet to a 5 inch wood fence post found at the southwest corner of said 83.720 acre tract, being the northwest corner of said 91.822 acre tract; 3. S00°49'22"W, a distance of 1,845.48 feet to the POINT OF BEGINNING, and containing an area of 246.36 acres (10,731,314 square feet) of land. TRACT 2 Being a 60.00 acre tract of land out of the H. Tierwester Survey, Abstract No. 1241, situated in the City of Sanger, Denton County, Texas, being a portion of a called 91.822 acre tract of land conveyed to Ron Williamson Consultants, Ltd. by deed of record in Volume 2040, Page 78 of the Real Property Records of Denton County, Texas, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found within Belz Road, being the southeast corner of a called 246.024 acre tract of land conveyed to PAC Group, Ltd. by deed of record in Document Number 2004-150424 of the Official Records of Denton County, Texas, and being the southwest corner of said 91.822 acre tract; THENCE, N00°49'22"E, leaving Belz Road, along the east line of said 246.024 acre tract, being the common west line of said 91.822 acre tract, a distance of 1,845.48 feet to a 5 inch wood 12 78 Item 11. fence post found at the southwest corner of a called 83.720 acre tract of land conveyed to Sanger Ranch, Ltd. by deed of record in Volume 4269, Page 1243 of said Real Property Records, being the northwest corner of said 91.822 acre tract; THENCE, S89°33'38"E, leaving the east line of said 246.024 acre tract, along the south line of said 83.720 acre tract, being the common north line of said 91.822 acre tract, a distance of 1,408.32 feet to a 1/2 inch iron rod with green plastic cap stamped "EAGLE SURVEYING" set, from which a 1/2 inch iron rod with pink plastic cap stamped "TEXAS DEPARTMENT OF TRANSPORTION RIGHT OF WAY MONUMENT” found in the west right-of-way line of Interstate Highway 35 bears S89°33'38"E, a distance of 773.00 feet; THENCE, S00°49'22"W, leaving the south line of said 83.720 acre tract, over and across said 91.822 acre tract, a distance of 1,866.26 feet to a mag nail set within Belz Road and the common south line of said 91.822 acre tract, from which a mag nail found in the west right-of-way line of Interstate Highway 35 bears S88°42'54"E, a distance of 305.84 feet; THENCE, N88°42'54"W, along Belz Road and the common south line of said 91.822 acre tract, a distance of 1,408.34 feet to the POINT OF BEGINNING, and containing an area of 60.00 acres (2,613,600 square feet) of land. 13 79 Item 11. Exhibit “B” Concept Plan/ Development Plan (see attached) 14 80 Item 11. 15 81 Item 11. Exhibit “C” Approved Tree List 16 82 Item 11. 17 83 Item 11. Exhibit “D” Parkland Dedication Area (see attached) 18 84 Item 11. 19 85 Item 11. Exhibit “E” Pedestrian Connectivity (see attached) 20 86 Item 11. 21 87 Item 11. Exhibit “F” Preliminary Open Space Concept Plan (see attached) 22 88 Item 11. 23 89 Item 11. Exhibit “G” Screening and Fencing Plan (see attached) 24 90 Item 11. 25 91 Item 11. Exhibit “H” Home Variety Exhibit (see attached) 4863-0305-8651v.8 51928-195 26 92 Item 11. 27 93 Item 11. 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org ZONING CHANGE/SUP APPLICATION Zoning Change Specific Use Permit Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address: City, State, Zip City, State, Zip Phone: Phone: Fax: Fax: Email: Email: Submittal Checklist Site Plan (for Specific Use Permits Only) Letter of Intent Application Fee (Check Payable to City of Sanger) I certify that I am the legal owner of the above referenced property and that to the best of my knowledge this is a true description of the property upon which I have requested the above checked action. I designate the applicant listed as my representative. Describe the subject property (address, location, size, etc.): ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ Describe the proposed zoning change or Specific Use Permit (SUP): ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ________________________________________________________________________ ________________________ Owner Signature Date ________________________________________________________________________ ________________________ Applicant Signature Date Office Use Fee Date Drew Windus Meritage Homes of Texas, LLC 8840 Cypress Waters Blvd, Suite 100 Coppell, TX 75019 817 733 6581 Ron Williamson Mito Commander U.S.A., Inc. 2761 Medallist Lane Naples, FL 34109 540 293 8970 60 acres located at I35W and Belz Road, described as Tract 2 in the attached survey Zoning change from Agricultural (A) to Planned Development (PD) for residential use Docusign Envelope ID: 06EE9812-C8A9-40B6-8BA1-5D3563AAFD1A 10/10/2024 Docusign Envelope ID: 8A32507F-5DDB-450E-AAB8-1A3913347D29 10/10/2024 94 Item 11. 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org ZONING CHANGE/SUP APPLICATION Zoning Change Specific Use Permit Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address: City, State, Zip City, State, Zip Phone: Phone: Fax: Fax: Email: Email: Submittal Checklist Site Plan (for Specific Use Permits Only) Letter of Intent Application Fee (Check Payable to City of Sanger) I certify that I am the legal owner of the above referenced property and that to the best of my knowledge this is a true description of the property upon which I have requested the above checked action. I designate the applicant listed as my representative. Describe the subject property (address, location, size, etc.): ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ Describe the proposed zoning change or Specific Use Permit (SUP): ____________________________________________________________________________________________________________ ____________________________________________________________________________________________________________ ________________________________________________________________________ ________________________ Owner Signature Date ________________________________________________________________________ ________________________ Applicant Signature Date Office Use Fee Date Ann Andrus PAC Capital Holdings, Ltd. 1809 Hinkle Drive, Suite 100 Denton, TX 76201 940 367 4749 Drew Windus Meritage Homes of Texas, LLC 8840 Cypress Waters Blvd, Suite 100 Coppell, TX 75019 817 733 6581 Zoning change from Agricultural (A) to Planned Development (PD) for residential use 246.36 acres located at I35W and Belz Road, described as Tract 1 in the attached survey Docusign Envelope ID: 944E1A2A-9E26-418C-9965-3E37C24B7D1C 10/10/2024 Docusign Envelope ID: F7A1A0EF-137D-4891-8935-F311D8473249 10/10/2024 95 Item 11. 8840 Cypress Waters Blvd, Suite 100 | Coppell, TX 75019 | O. 972.580.6354 | C. 817.733.6581 October 16, 2024 Development Services City of Sanger 201 Bolivar Street Sanger, TX 76266 RE: Letter of Intent – Planned Development Zoning Change Dear Development Services: Meritage Homes of Texas, LLC (“Meritage”) respectfully requests rezoning of two contiguous properties, located on Belz Road in the City of Sanger, Texas. The first property is 246.36 acres, being Denton CAD parcel ID 56328, and the second property is the western 60 acres of Denton CAD parcel ID 77811. Together, the two properties comprise 306.36 acres. Please see the attached Survey more particularly describing the 306.36 acres. Meritage intends to construct a single-family residential community, including 50’ lots and 60’ lots, a private amenity center with a pool and shade structure, pocket parks, open space, and more than 20 acres of public park dedication. Currently, the two properties are zoned Agricultural and Meritage is requesting rezoning to Planned Development (PD) for single family residential use. Currently, the 60-acre property contains an equestrian facility, pastureland, and very few trees. The 246.36-acre property contains cropland for a majority of the property, and a non-jurisdictional tributary and trees located within the southwest 30 acres of the property. We are excited about this opportunity and look forward to working with you. Please do not hesitate to reach out with any comments or questions. Sincerely, Meritage Homes of Texas, LLC An Arizona Limited Liability Company By: __________________________ Name: Drew Windus – Senior Land Acquisition Manager Cell: (817) 733 6581 96 Item 11. 97 Item 11. 98 Item 11. 99 Item 11. 100 Item 11. 101 Item 11. 102 Item 11. 103 Item 11. CITY COUNCIL COMMUNICATION DATE: July 07, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Preliminary Plat of Elada Addition, being approximately 306.356 acres of land described as 60 acres described as A1241A TIERWESTER, TR 4 and 246.36 acres described as A1241A TIERWESTER, within the City of Sanger, and generally located north of Belz Rd approximately 1035 feet of the intersection of I-35 and Belz Rd. SUMMARY: The developer is proposing to develop a Planned Development. The development will consist of approximately 234.73 acres which will consist of not more that 1,100 single-family detached. The development will be developed in phases and the amenities will be completed with the first phase. It will consist of 50’ Manor lots and 60’ Estate lots, lot widths will be measured at the rear of the required front yard setback. Estate lots will consist homes of a min 2000 square feet, except for 25% which shall be a min 1800 square feet. Manor lots will consist of homes a min 1800 square feet, except for 25% which shall be a min 1600 square feet. Setbacks shall be 20’ front yard, 5’ side yard except adjacent a street and then shall be 10’ and 20’ rear yard. It will have 71.63 acres for park, open space, detention or retention areas, and amenity areas. The development will have parks, trails, and open space. Open spaces/parks will be connected sidewalks, trails or pedestrian pathways. Trails will be a min 6’ in width. The Planning & Zoning Commission recommeneded approval on 3-10-25. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Preliminary Plat Application Letter of Intent 104 Item 12. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 1500 3000 ft This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. Denton County does not guarantee the correctness or accuracy of any features on this product and assumes no responsibility in connection therewith. This product may be revised at any time without notification to any user. https://gis.dentoncounty.gov 2/19/2025 8:15:29 PM 14 Item 4. Location Map Elada Planned Development 105 Item 12. PRELIMINARY PLAT FOR ELADA CITY OF SANGER DENTON COUNTY, TX FEBRUARY 2025 CERTIFICATE OF APPROVAL: APPROVED FOR PREPARATION OF FINAL PLAT. __________________________ _______ CITY OF SANGER, TX DATE PLANNING & ZONING COMMISSION EL A D A SH E E T O F 14 DEVELOPER/OWNER: 306.356 ACRES OUT OF THE TIERWESTER SURVEY, ABSTRACT NO. A1241A CITY OF SANGER, DENTON COUNTY, TEXAS MERITAGE HOMES OF TEXAS, LLC 8840 CYPRESS WATERS BOULEVARD SUITE 100 DALLAS, TX 75019 PHONE: (972)-580-6300 SCALE:MAPSCO: NT680-0386 N/A REFERENCE NO: ENGINEER: LJA ENGINEERING, INC. 6060 NORTH CENTRAL EXPRESSWAY SUITE 400 DALLAS, TEXAS 75206 PHONE: (469) 621-0710 TEXAS REGISTRATION F-1386 Da t e \ T i m e : T h u , 0 6 F e b 2 0 2 5 - 9 : 3 3 a m Pa t h \ N a m e : S : \ N T X - L A N D \ 0 3 8 6 \ 4 0 0 L A N D \ 4 1 5 P r e l i m i n a r y P l a t \ E l a d a P r e l i m i n a r y P l a t \ 0 3 8 6 C O 0 1 . d w g LJA ENGINEERING 1,057 RESIDENTIAL LOTS 18 OPEN SPACE/HOA LOTS 59.95 ACRES DEDICATED RIGHT-OF-WAY ELADA FOR 10/16/24 FIRST SUBMITTAL -- SUBMITTAL DATE DESCRIPTION APPROVAL DATE 1 2 02/07/25 SECOND SUBMITTAL -- SERVICE PROVIDERS ELECTRIC SERVICE: WATER SOURCE: SEWER SOURCE: SCHOOL DISTRICT:SANGER I.S.D. CITY OF SANGER CCN CITY OF SANGER CCN ONCOR PRELIMINARY PLAT 106 Item 11. 106 Item 12. PHASE 3 EL A D A SH E E T O F 14 DEVELOPER/OWNER: 306.356 ACRES OUT OF THE TIERWESTER SURVEY, ABSTRACT NO. A1241A CITY OF SANGER, DENTON COUNTY, TEXAS MERITAGE HOMES OF TEXAS, LLC 8840 CYPRESS WATERS BOULEVARD SUITE 100 DALLAS, TX 75019 PHONE: (972)-580-6300 SCALE:MAPSCO: NT680-0386 N/A REFERENCE NO: ENGINEER: LJA ENGINEERING, INC. 6060 NORTH CENTRAL EXPRESSWAY SUITE 400 DALLAS, TEXAS 75206 PHONE: (469) 621-0710 TEXAS REGISTRATION F-1386 Da t e \ T i m e : T h u , 0 6 F e b 2 0 2 5 - 9 : 3 4 a m Pa t h \ N a m e : S : \ N T X - L A N D \ 0 3 8 6 \ 4 0 0 L A N D \ 4 1 5 P r e l i m i n a r y P l a t \ E l a d a P r e l i m i n a r y P l a t \ 0 3 8 6 P P 0 1 . d w g LJA ENGINEERING 1,057 RESIDENTIAL LOTS 18 OPEN SPACE/HOA LOTS 59.95 ACRES DEDICATED RIGHT-OF-WAY ELADA FOR 10/16/24 FIRST SUBMITTAL -- SUBMITTAL DATE DESCRIPTION APPROVAL DATE 1 2 02/07/25 SECOND SUBMITTAL -- SERVICE PROVIDERS ELECTRIC SERVICE: WATER SOURCE: SEWER SOURCE: SCHOOL DISTRICT:SANGER I.S.D. CITY OF SANGER CCN CITY OF SANGER CCN ONCOR PRELIMINARY PLAT 107 Item 11. 107 Item 12. ELECTRIC EASEMENT BRAZOS ELECTRIC POWER COOP. VOL. 749, PG. 352 R.P.R.D.C.T. EL A D A SH E E T O F 14 DEVELOPER/OWNER: 306.356 ACRES OUT OF THE TIERWESTER SURVEY, ABSTRACT NO. A1241A CITY OF SANGER, DENTON COUNTY, TEXAS MERITAGE HOMES OF TEXAS, LLC 8840 CYPRESS WATERS BOULEVARD SUITE 100 DALLAS, TX 75019 PHONE: (972)-580-6300 SCALE:MAPSCO: NT680-0386 N/A REFERENCE NO: ENGINEER: LJA ENGINEERING, INC. 6060 NORTH CENTRAL EXPRESSWAY SUITE 400 DALLAS, TEXAS 75206 PHONE: (469) 621-0710 TEXAS REGISTRATION F-1386 Da t e \ T i m e : T h u , 0 6 F e b 2 0 2 5 - 9 : 3 4 a m Pa t h \ N a m e : S : \ N T X - L A N D \ 0 3 8 6 \ 4 0 0 L A N D \ 4 1 5 P r e l i m i n a r y P l a t \ E l a d a P r e l i m i n a r y P l a t \ 0 3 8 6 P P 0 1 . d w g LJA ENGINEERING 1,057 RESIDENTIAL LOTS 18 OPEN SPACE/HOA LOTS 59.95 ACRES DEDICATED RIGHT-OF-WAY ELADA FOR 10/16/24 FIRST SUBMITTAL -- SUBMITTAL DATE DESCRIPTION APPROVAL DATE 1 2 02/07/25 SECOND SUBMITTAL -- SERVICE PROVIDERS ELECTRIC SERVICE: WATER SOURCE: SEWER SOURCE: SCHOOL DISTRICT:SANGER I.S.D. CITY OF SANGER CCN CITY OF SANGER CCN ONCOR PRELIMINARY PLAT 108 Item 11. 108 Item 12. PHASE 2 EL A D A SH E E T O F 14 DEVELOPER/OWNER: 306.356 ACRES OUT OF THE TIERWESTER SURVEY, ABSTRACT NO. A1241A CITY OF SANGER, DENTON COUNTY, TEXAS MERITAGE HOMES OF TEXAS, LLC 8840 CYPRESS WATERS BOULEVARD SUITE 100 DALLAS, TX 75019 PHONE: (972)-580-6300 SCALE:MAPSCO: NT680-0386 N/A REFERENCE NO: ENGINEER: LJA ENGINEERING, INC. 6060 NORTH CENTRAL EXPRESSWAY SUITE 400 DALLAS, TEXAS 75206 PHONE: (469) 621-0710 TEXAS REGISTRATION F-1386 Da t e \ T i m e : T h u , 0 6 F e b 2 0 2 5 - 9 : 3 4 a m Pa t h \ N a m e : S : \ N T X - L A N D \ 0 3 8 6 \ 4 0 0 L A N D \ 4 1 5 P r e l i m i n a r y P l a t \ E l a d a P r e l i m i n a r y P l a t \ 0 3 8 6 P P 0 1 . d w g LJA ENGINEERING 1,057 RESIDENTIAL LOTS 18 OPEN SPACE/HOA LOTS 59.95 ACRES DEDICATED RIGHT-OF-WAY ELADA FOR 10/16/24 FIRST SUBMITTAL -- SUBMITTAL DATE DESCRIPTION APPROVAL DATE 1 2 02/07/25 SECOND SUBMITTAL -- SERVICE PROVIDERS ELECTRIC SERVICE: WATER SOURCE: SEWER SOURCE: SCHOOL DISTRICT:SANGER I.S.D. CITY OF SANGER CCN CITY OF SANGER CCN ONCOR PRELIMINARY PLAT 109 Item 11. 109 Item 12. PHASE 1 EL A D A SH E E T O F 14 DEVELOPER/OWNER: 306.356 ACRES OUT OF THE TIERWESTER SURVEY, ABSTRACT NO. A1241A CITY OF SANGER, DENTON COUNTY, TEXAS MERITAGE HOMES OF TEXAS, LLC 8840 CYPRESS WATERS BOULEVARD SUITE 100 DALLAS, TX 75019 PHONE: (972)-580-6300 SCALE:MAPSCO: NT680-0386 N/A REFERENCE NO: ENGINEER: LJA ENGINEERING, INC. 6060 NORTH CENTRAL EXPRESSWAY SUITE 400 DALLAS, TEXAS 75206 PHONE: (469) 621-0710 TEXAS REGISTRATION F-1386 Da t e \ T i m e : T h u , 0 6 F e b 2 0 2 5 - 9 : 3 4 a m Pa t h \ N a m e : S : \ N T X - L A N D \ 0 3 8 6 \ 4 0 0 L A N D \ 4 1 5 P r e l i m i n a r y P l a t \ E l a d a P r e l i m i n a r y P l a t \ 0 3 8 6 P P 0 1 . d w g LJA ENGINEERING 1,057 RESIDENTIAL LOTS 18 OPEN SPACE/HOA LOTS 59.95 ACRES DEDICATED RIGHT-OF-WAY ELADA FOR 10/16/24 FIRST SUBMITTAL -- SUBMITTAL DATE DESCRIPTION APPROVAL DATE 1 2 02/07/25 SECOND SUBMITTAL -- SERVICE PROVIDERS ELECTRIC SERVICE: WATER SOURCE: SEWER SOURCE: SCHOOL DISTRICT:SANGER I.S.D. CITY OF SANGER CCN CITY OF SANGER CCN ONCOR PRELIMINARY PLAT 110 Item 11. 110 Item 12. PHASE 1 EL A D A SH E E T O F 14 DEVELOPER/OWNER: 306.356 ACRES OUT OF THE TIERWESTER SURVEY, ABSTRACT NO. A1241A CITY OF SANGER, DENTON COUNTY, TEXAS MERITAGE HOMES OF TEXAS, LLC 8840 CYPRESS WATERS BOULEVARD SUITE 100 DALLAS, TX 75019 PHONE: (972)-580-6300 SCALE:MAPSCO: NT680-0386 N/A REFERENCE NO: ENGINEER: LJA ENGINEERING, INC. 6060 NORTH CENTRAL EXPRESSWAY SUITE 400 DALLAS, TEXAS 75206 PHONE: (469) 621-0710 TEXAS REGISTRATION F-1386 Da t e \ T i m e : T h u , 0 6 F e b 2 0 2 5 - 9 : 3 5 a m Pa t h \ N a m e : S : \ N T X - L A N D \ 0 3 8 6 \ 4 0 0 L A N D \ 4 1 5 P r e l i m i n a r y P l a t \ E l a d a P r e l i m i n a r y P l a t \ 0 3 8 6 P P 0 1 . d w g LJA ENGINEERING 1,057 RESIDENTIAL LOTS 18 OPEN SPACE/HOA LOTS 59.95 ACRES DEDICATED RIGHT-OF-WAY ELADA FOR 10/16/24 FIRST SUBMITTAL -- SUBMITTAL DATE DESCRIPTION APPROVAL DATE 1 2 02/07/25 SECOND SUBMITTAL -- SERVICE PROVIDERS ELECTRIC SERVICE: WATER SOURCE: SEWER SOURCE: SCHOOL DISTRICT:SANGER I.S.D. CITY OF SANGER CCN CITY OF SANGER CCN ONCOR PRELIMINARY PLAT 111 Item 11. 111 Item 12. EL A D A SH E E T O F 14 DEVELOPER/OWNER: FOR 306.356 ACRES OUT OF THE TIERWESTER SURVEY, ABSTRACT NO. A1241A CITY OF SANGER, DENTON COUNTY, TEXAS MERITAGE HOMES OF TEXAS, LLC 8840 CYPRESS WATERS BOULEVARD SUITE 100 DALLAS, TX 75019 PHONE: (972)-580-6300 ELADA SCALE:MAPSCO: NT680-0386 SERVICE PROVIDERS ELECTRIC SERVICE: N/A REFERENCE NO: WATER SOURCE: SEWER SOURCE: SCHOOL DISTRICT: ENGINEER: 10/16/24 FIRST SUBMITTAL -- SUBMITTAL DATE DESCRIPTION APPROVAL DATE SANGER I.S.D. CITY OF SANGER CCN CITY OF SANGER CCN ONCORLJA ENGINEERING, INC. 6060 NORTH CENTRAL EXPRESSWAY SUITE 400 DALLAS, TEXAS 75206 PHONE: (469) 621-0710 TEXAS REGISTRATION F-1386 1 2 3 4 5 6 7Da t e \ T i m e : T h u , 0 6 F e b 2 0 2 5 - 9 : 3 5 a m Pa t h \ N a m e : S : \ N T X - L A N D \ 0 3 8 6 \ 4 0 0 L A N D \ 4 1 5 P r e l i m i n a r y P l a t \ E l a d a P r e l i m i n a r y P l a t \ 0 3 8 6 P P 0 1 . d w g LJA ENGINEERING LOTS & ACREAGE BREAKDOWN 1,057 RESIDENTIAL LOTS 18 OPEN SPACE/HOA LOTS 59.95 ACRES DEDICATED RIGHT-OF-WAY 02/07/25 SECOND SUBMITTAL -- 112 Item 11. 112 Item 12. EL A D A SH E E T O F 14 DEVELOPER/OWNER: FOR 306.356 ACRES OUT OF THE TIERWESTER SURVEY, ABSTRACT NO. A1241A CITY OF SANGER, DENTON COUNTY, TEXAS MERITAGE HOMES OF TEXAS, LLC 8840 CYPRESS WATERS BOULEVARD SUITE 100 DALLAS, TX 75019 PHONE: (972)-580-6300 ELADA SCALE:MAPSCO: NT680-0386 SERVICE PROVIDERS ELECTRIC SERVICE: N/A REFERENCE NO: WATER SOURCE: SEWER SOURCE: SCHOOL DISTRICT: ENGINEER: 10/16/24 FIRST SUBMITTAL -- SUBMITTAL DATE DESCRIPTION APPROVAL DATE SANGER I.S.D. CITY OF SANGER CCN CITY OF SANGER CCN ONCORLJA ENGINEERING, INC. 6060 NORTH CENTRAL EXPRESSWAY SUITE 400 DALLAS, TEXAS 75206 PHONE: (469) 621-0710 TEXAS REGISTRATION F-1386 1 2 3 4 5 6 7Da t e \ T i m e : T h u , 0 6 F e b 2 0 2 5 - 9 : 3 5 a m Pa t h \ N a m e : S : \ N T X - L A N D \ 0 3 8 6 \ 4 0 0 L A N D \ 4 1 5 P r e l i m i n a r y P l a t \ E l a d a P r e l i m i n a r y P l a t \ 0 3 8 6 P P 0 1 . d w g LJA ENGINEERING LOTS & ACREAGE BREAKDOWN 1,057 RESIDENTIAL LOTS 18 OPEN SPACE/HOA LOTS 59.95 ACRES DEDICATED RIGHT-OF-WAY 02/07/25 SECOND SUBMITTAL -- LEGAL DESCRIPTION 306.356 ACRES BEING A 306.356 ACRE TRACT OF LAND SITUATED IN THE H. TIERWESTER SURVEY, ABSTRACT NO. 1241, CITY OF SANGER, DENTON COUNTY, TEXAS, AND BEING ALL OF A 246.024 ACRE TRACT OF LAND, CONVEYED TO PAC GROUP, LTD., AS RECORDED IN COUNTY CLERK'S FILE NO. 2004-150425, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS AND PART OF A 91.822 ACRE TRACT OF LAND CONVEYED TO RON WILLIAMSON QUARTER HORSES, INC., AS RECORDED IN COUNTY VOLUME 2040, PAGE 78, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS. SAID 306.356 ACRE TRACT, WITH BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE NAD83, DETERMINED BY GPS OBSERVATIONS UTILIZING THE ALLTERRA RTKNET, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 1/2" IRON ROD FOUND FOR THE SOUTHWEST CORNER OF SAID 246.024 ACRE TRACT. SAID POINT BEING AT THE APPARENT INTERSECTION OF BELZ ROAD, (A PRESCRIPTIVE RIGHT-OF-WAY) AND METZ ROAD, (A PRESCRIPTIVE RIGHT-OF-WAY), AND BEING ON THE NORTH LINE OF A 3.000 ACRE TRACT OF LAND CONVEYED TO TOMMY GARLAND AND CAROLYN GARLAND, AS RECORDED IN VOLUME 1214, PAGE 90, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, AND THE EAST LINE OF A 5.381 ACRE TRACT OF LAND CONVEYED TO JERRE FRAZIER AND KELLY FRAZIER, AS RECORDED IN COUNTY CLERK'S FILE NO. 2014-77478, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS. SAID POINT ALSO BEING AT THE SOUTHWEST LINE OF A 20' WIDE PUBLIC ROAD RESERVATION, AS RECORDED IN VOLUME 60, PAGE 379, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS. FROM WHICH A NAIL FOUND FOR THE NORTHWEST CORNER OF SAID 3.000 ACRE TRACT BEARS, SOUTH 89 DEGREES 14 MINUTES 59 SECONDS WEST, A DISTANCE OF 37.54 FEET; THENCE, NORTH 00 DEGREES 47 MINUTES 46 SECONDS EAST, ALONG THE WEST LINE OF SAID 246.024 ACRE TRACT AND SAID 20' WIDE PUBLIC ROAD RESERVATION AND THE COMMON EAST LINE OF SAID 5.381 ACRE TRACT, THE EAST LINE OF A 4.836 ACRE TRACT OF LAND CONVEYED TO STEPHANIE L. DEACON REVOCABLE TRUST, AS RECORDED IN COUNTY CLERK'S FILE NO. 2024-97948, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, THE EAST LINE OF DUCK CREEK FARMS ADDITION, AN ADDITION TO THE CITY OF SANGER, AS RECORDED IN CABINET G, SLIDE 122, PLAT RECORDS, DENTON COUNTY, TEXAS, THE EAST LINE OF A 0.592 ACRE TRACT OF LAND CONVEYED TO STEVEN R. RICHTER AND JANNIE L. RICHTER, AS RECORDED IN COUNTY CLERK'S FILE NO. 2008-41763, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, THE EAST LINE OF A 0.562 ACRE TRACT OF LAND CONVEYED TO ELIZABETH G. ROGUE, AS RECORDED IN COUNTY CLERK'S FILE NO. 2016-25647, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, THE EAST LINE OF A 0.652 ACRE TRACT OF LAND CONVEYED TO KIMMEY KEY, AS RECORDED IN COUNTY CLERK'S FILE NO. 2012-146856, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, THE EAST LINE OF A TRACT OF LAND CONVEYED AS “TRACT ONE” TO ANTHONY M. BOWLAND AND WIFE GLORIA J. BOWLAND, AS RECORDED IN VOLUME 841, PAGE 340, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, AND THE EAST LINE OF A 24.45 ACRE TRACT OF LAND CONVEYED AS “PARCEL 1” TO JOE EDWARD SPRATT, AS RECORDED IN COUNTY CLERK'S FILE NO. 2024-44297, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, ALONG SAID METZ ROAD, A DISTANCE OF 1891.40 FEET TO A 1/2" SQUARE PIPE FOUND FOR AN EXTERIOR ELL CORNER OF SAID 246.024 ACRE TRACT AND THE NORTHWEST CORNER OF SAID 20' WIDE PUBLIC ROAD RESERVATION, AND THE COMMON SOUTHWEST CORNER OF A 10.00 ACRE TRACT OF LAND CONVEYED TO GEROMINO POLANCO JR. AND ROSEMARIE POLANCO, AS RECORDED IN COUNTY CLERK'S FILE NO. 2015-127213, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS; THENCE, SOUTH 89 DEGREES 04 MINUTES 37 SECONDS EAST, ALONG A NORTH LINE OF SAID 246.024 ACRE TRACT AND THE COMMON SOUTH LINE OF SAID 10.00 ACRE TRACT, PASSING AT A DISTANCE OF 29.87 FEET A 1/2" SQUARE PIPE FOUND FOR WITNESS AND CONTINUING, IN ALL, A TOTAL DISTANCE OF 1571.10 FEET TO A POINT FOR AN INTERIOR ELL CORNER OF SAID 246.024 ACRE TRACT AND THE COMMON SOUTHEAST CORNER OF SAID 10.00 ACRE TRACT; THENCE, NORTH 00 DEGREES 40 MINUTES 58 SECONDS EAST, ALONG A WEST LINE OF SAID 246.024 ACRE TRACT AND THE COMMON EAST LINE OF SAID 10.00 ACRE TRACT, PASSING AT A DISTANCE OF 277.93 FEET A 5/8” IRON ROD FOUND FOR THE NORTHEAST CORNER OF SAID 10.00 ACRE TRACT AND THE COMMON SOUTHEAST CORNER OF TRACT OF LAND CONVEYED TO DANIEL JOHNSON, AS RECORDED IN COUNTY CLERK'S FILE NO. 2019-95739, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, AND CONTINUING ALONG SAID WEST LINE AND THE COMMON EAST LINE OF SAID JOHNSON TRACT, IN ALL, A TOTAL DISTANCE OF 554.99 FEET TO A 5/8” IRON ROD FOUND FOR AN INTERIOR ELL CORNER OF SAID 246.024 ACRE TRACT AND THE COMMON NORTHEAST CORNER OF SAID JOHNSON TRACT; THENCE, NORTH 89 DEGREES 04 MINUTES 37 SECONDS WEST, ALONG A SOUTH LINE OF SAID 246.024 ACRE TRACT AND THE COMMON NORTH LINE OF SAID JOHNSON TRACT, A DISTANCE OF 1570.00 FEET TO A POINT FOR AN EXTERIOR ELL CORNER OF SAID 246.024 ACRE TRACT AND THE COMMON NORTHWEST CORNER OF SAID JOHNSON TRACT. SAID POINT BEING ON THE EAST LINE OF A 37.58 ACRE TRACT OF LAND CONVEYED AS “PARCEL 3” TO JOE EDWARD SPRATT, AS RECORDED IN COUNTY CLERK'S FILE NO. 2024-44297, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS AND BEING IN THE APPROXIMATE CENTER OF AFORESAID METZ ROAD; THENCE, NORTH 00 DEGREES 49 MINUTES 48 SECONDS EAST, ALONG THE WEST LINE OF SAID 246.024 ACRE TRACT AND THE COMMON EAST LINE OF SAID 37.58 ACRE TRACT, THE EAST LINE OF A 37.58 ACRE TRACT OF LAND CONVEYED AS “TRACT ONE”, A 37.58 ACRE TRACT OF LAND CONVEYED AS “TRACT TWO” TO, JOE EDWARD SPRATT, AS RECORDED IN VOLUME 4917, PAGE 3869, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, THE EAST LINE OF A 3.492 ACRE TRACT OF LAND CONVEYED TO JOE EDWARD SPRATT AND WIFE JANENE EDGERLEY SPRATT, AS RECORDED IN VOLUME 2039, PAGE 204, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, THE EAST LINE OF 2.578 ACRE TRACT OF LAND CONVEYED AS “PARCEL 2”, TO JOE EDWARD SPRATT, AS RECORDED IN COUNTY CLERK'S FILE NO. 2024-44297, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, PASSING AT A DISTANCE OF 1496.22 FEET A MAG NAIL FOUND FOR THE NORTHEAST CORNER OF SAID 2.578 ACRE TRACT AND THE COMMON SOUTHEAST CORNER OF LOT 1, BLOCK A OF THE MEADOW GREEN FARM ADDITION, AN ADDITION TO THE CITY OF SANGER, AS RECORDED IN COUNTY CLERK'S FILE NO. 2019-288, PLAT RECORDS, DENTON COUNTY, TEXAS, AND CONTINUING ALONG THE EAST LINE OF SAID LOT 1, BLOCK A, THE EAST LINE OF A 52.247 ACRE TRACT OF LAND CONVEYED TO METZ RANCH, LLC, AS RECORDED IN COUNTY CLERK'S FILE NO. 2021-230979, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, AND THE EAST LINE OF MEADOW GREEN FARMS ESTATES ADDITION, PHASE 1, AN ADDITION TO THE CITY OF SANGER, AS RECORDED IN COUNTY CLERK'S FILE NO. 2020-340, PLAT RECORDS, DENTON COUNTY, TEXAS, AND ALONG THE APPROXIMATE CENTER OF SAID METZ ROAD, IN ALL, A TOTAL DISTANCE OF 2103.65 FEET TO A MAG NAIL FOUND FOR THE NORTHWEST CORNER OF SAID 246.024 ACRE TRACT AND THE COMMON SOUTHWEST CORNER OF A 37.329 ACRE TRACT OF LAND CONVEYED TO MANGO ESTATES, LLC, AS RECORDED IN COUNTY CLERK'S FILE NO. 2021-142267, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, FROM WHICH A 5/8” IRON ROD FOUND BEARS NORTH 82 DEGREES 46 MINUTES 58 SECONDS EAST, A DISTANCE OF 17.03 FEET; THENCE, SOUTH 89 DEGREES 56 MINUTES 29 SECONDS EAST, ALONG THE NORTH LINE OF SAID 246.024 ACRE TRACT AND THE COMMON SOUTH LINE OF SAID 37.329 ACRE TRACT, A DISTANCE OF 1269.67 FEET TO A 1/2" IRON ROD WITH CAP STAMPED “RPLS ?709” FOUND FOR THE SOUTHEAST CORNER OF SAID 37.329 ACRE TRACT AND THE COMMON SOUTHWEST CORNER OF A 79.719 ACRE TRACT OF LAND CONVEYED TO DAGR-1031, LLC, AS RECORDED IN COUNT CLERK'S FILE NO. 2022-47123, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS; THENCE, SOUTH 89 DEGREES 42 MINUTES 11 SECONDS EAST, CONTINUING ALONG THE NORTH LINE OF SAID 246.024 ACRE TRACT AND THE COMMON SOUTH LINE OF SAID 79.719 ACRE TRACT, A DISTANCE OF 1253.13 FEET TO A POINT FOR THE NORTHEAST CORNER OF SAID 246.024 ACRE TRACT AND THE COMMON SOUTHEAST CORNER OF SAID 79.719 ACRE TRACT. SAID POINT BEING ON THE WEST LINE OF A 103.99 ACRE TRACT OF LAND CONVEYED TO SANGER RANCH, LTD., AS RECORDED IN VOLUME 4330, PAGE 1874, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS. FROM WHICH A 1/2" IRON ROD FOUND BEARS NORTH 70 DEGREES 32 MINUTES 35 SECONDS WEST, A DISTANCE OF 1.22 FEET; THENCE, SOUTH 00 DEGREES 34 MINUTES 14 SECONDS WEST, ALONG THE EAST LINE OF SAID 246.024 ACRE TRACT AND THE COMMON WEST LINE OF SAID 103.99 ACRE TRACT, A DISTANCE OF 1187.16 FEET TO A 1/2" IRON ROD FOUND FOR THE SOUTHWEST CORNER OF SAID 103.99 ACRE TRACT AND THE COMMON NORTHWEST CORNER OF AN 83.720 ACRE TRACT OF LAND CONVEYED TO SANGER RANCH, LTD., AS RECORDED IN VOLUME 4269, PAGE 1243, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS; THENCE, SOUTH 00 DEGREES 29 MINUTES 54 SECONDS WEST, CONTINUING ALONG THE EAST LINE OF SAID 246.024 ACRE TRACT AND THE COMMON WEST LINE OF SAID 83.720 ACRE TRACT, A DISTANCE OF 1579.00 FEET TO A FENCE CORNER POST FOUND FOR THE SOUTHWEST CORNER OF SAID 83.720 ACRE TRACT AND THE COMMON NORTHWEST CORNER OF AFORESAID 91.822 ACRE TRACT, FROM WHICH A 1/2" IRON ROD FOUND BEARS NORTH 62 DEGREES 43 MINUTES 01 SECOND EAST, A DISTANCE OF 28.80 FEET; THENCE, SOUTH 89 DEGREES 33 MINUTES 38 SECONDS EAST, ALONG THE NORTH LINE OF SAID 91.822 ACRE TRACT AND THE COMMON SOUTH LINE OF SAID 83.720 ACRE TRACT, A DISTANCE OF 1408.32 FEET TO A POINT FOR CORNER; THENCE, SOUTH 00 DEGREES 49 MINUTES 22 SECONDS WEST, OVER AND ACROSS SAID 91.822 ACRE TRACT A DISTANCE OF 1866.26 FEET TO A POINT FOR CORNER ON THE SOUTH LINE OF SAID 91.822 ACRE TRACT AND THE COMMON NORTH LINE OF A 2.50 ACRE TRACT OF LAND CONVEYED TO JORGE CASTILLO, AS RECORDED IN COUNTY CLERK'S FILE NO. 2022-15072, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS. SAID POINT BEING IN THE APPROXIMATE CENTER OF AFORESAID BELZ ROAD; THENCE, NORTH 88 DEGREES 42 MINUTES 55 SECONDS WEST, ALONG THE SOUTH LINE OF SAID 91.822 ACRE TRACT AND THE COMMON NORTH LINE OF SAID 2.50 ACRE TRACT, THE NORTH LINE OF A 2.497 ACRE TRACT OF LAND CONVEYED TO JAMES FRANK JONES AND YOLANDA M. JONES, AS RECORDED IN COUNTY CLERK'S FILE NO. 2014-37016, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, THE NORTH LINE OF A 2.501 ACRE TRACT OF LAND CONVEYED TO DANIEL RAYMOND WOLFE AND BRIANNA LYNNE WOLFE, AS RECORDED IN COUNTY CLERK'S FILE NO. 2021-21494, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, THE NORTH LINE OF A 50.00 ACRE TRACT OF LAND CONVEYED TO PAC GROUP, LTD., AS RECORDED IN VOLUME 4880, PAGE 2632, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, ALONG THE APPROXIMATE CENTER OF SAID BELZ ROAD, A DISTANCE OF 1408.33 FEET TO A 1/2" IRON ROD FOUND FOR THE SOUTHWEST CORNER OF SAID 91.822 ACRE TRACT AND THE COMMON SOUTHEAST CORNER OF AFORESAID 246.024 ACRE TRACT; THENCE, NORTH 88 DEGREES 25 MINUTES 43 SECONDS WEST, ALONG THE SOUTH LINE OF SAID 246.024 ACRE TRACT AND THE COMMON NORTH LINE OF SAID 50.00 ACRE TRACT, PASSING AT A DISTANCE OF 350.97 FEET A 1/2" IRON ROD FOUND FOR THE NORTHWEST CORNER OF SAID 50.00 ACRE TRACT AND THE COMMON NORTHEAST CORNER OF A 30' RIGHT-OF-WAY DEDICATION OF MEADOW LANDS ADDITION, AN ADDITION TO THE CITY OF SANGER, AS RECORDED IN CABINET F, PAGE 80, PLAT RECORDS, DENTON COUNTY, TEXAS, AND CONTINUING ALONG THE NORTH LINE OF SAID MEADOW LANDS ADDITION, PASSING AT A DISTANCE OF 1011.39 FEET A MAG NAIL FOUND FOR THE NORTHWEST CORNER OF SAID 30' RIGHT-OF-WAY DEDICATION OF SAID MEADOW LANDS ADDITION AND THE COMMON NORTHEAST CORNER OF A VARIABLE WIDTH RIGHT-OF-WAY DEDICATION OF INDIAN CREEK ADDITION, LOTS 1-5, BLOCK A, AN ADDITION TO THE CITY OF SANGER, AS RECORDED IN COUNTY CLERK'S FILE NO. 2018-75, PLAT RECORDS, DENTON COUNTY, TEXAS, AND CONTINUING ALONG THE NORTH LINE OF SAID INDIAN CREEK ADDITION, PASSING AT A DISTANCE OF 2062.87 FEET A MAG NAIL FOUND FOR THE NORTHWEST CORNER OF SAID INDIAN CREEK ADDITION AND SAID VARIABLE WIDTH RIGHT-OF-WAY DEDICATION, AND CONTINUING ALONG THE NORTH LINE OF A 3.000 ACRE TRACT OF LAND CONVEYED TO JOSHUA MICHAEL McCLURKAN AND KATIE LAYNE McCLURKAN, AS RECORDED IN COUNTY CLERK'S FILE NO. 2022-64447, OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS, AND THE NORTH LINE OF AFORESAID 3.000 ACRE GARLAND TRACT, ALONG SAID BELZ ROAD, IN ALL, A TOTAL DISTANCE OF 2536.15 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 13,344,859 SQUARE FEET OR 306.356 ACRES OF LAND. 113 Item 11. 113 Item 12. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBDIVISION APPLICATION Preliminary Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) One (1) Paper Copy of Plat (24”x36”, folded to 1/4 size) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Application Form (Signed by Owner) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. One (1) PDF Copy of all Documents Provided on a CD/DVD or Emailed to development@sangertexas.org Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Office Use: Reviewed by Director of Development Services / / Mito Commander U.S.A., Inc. N/A N/A Ron Williamson 2761 Medallist Lane Naples, FL 34109 540-293-8970 rwtiburon@gmail.com Meritage Homes of Texas, LLC Drew Windus 8840 Cypress Waters Blvd, Suite 100 Coppell, Texas 75019 817-733-6581 drew.windus@meritagehomes.com 03 28 2024 Docusign Envelope ID: 06EE9812-C8A9-40B6-8BA1-5D3563AAFD1A 10/10/2024 Docusign Envelope ID: 1C7A1D35-DF35-4B92-860F-5F94995F6ED3 10/10/2024 114 Item 12. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBDIVISION APPLICATION Preliminary Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) One (1) Paper Copy of Plat (24”x36”, folded to 1/4 size) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Application Form (Signed by Owner) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. One (1) PDF Copy of all Documents Provided on a CD/DVD or Emailed to development@sangertexas.org Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Office Use: Reviewed by Director of Development Services / / PAC Capital Holdings, Ltd. N/A N/A Ann Andrus 1809 Hinkle Drive, Suite 100 Denton, TX 76201 940-367-4749 andrusbal@aol.com Meritage Homes of Texas, LLC Drew Windus 8840 Cypress Waters Blvd, Suite 100 Coppell, Texas 75019 817-733-6581 drew.windus@meritagehomes.com 03 28 2024 Docusign Envelope ID: 944E1A2A-9E26-418C-9965-3E37C24B7D1C 10/10/2024 Docusign Envelope ID: C55EA3AF-0E16-4FA3-B923-F3508C25AFD8 10/10/2024 115 Item 12. October 16, 2024 Development Services City of Sanger 201 Bolivar Street Sanger, TX 76266 Re: Letter of Intent Elada Preliminary Plat Application Dear Development Services, As listed in the preliminary plat requirements, please accept this letter of intent for the review and approval of the Preliminary Plat for the Elada development. This development will consist of 1,057 single-family residential lots and 18 open space lots on 306.36 acres. The property is anticipated to consist of 3 phases and is located west of Interstate 35 and northeast of the intersection of Metz Road and Belz Road. The development is anticipated to be served by the City of Sanger for both water and sewer. Included with this submittal are the preliminary plat, plat checklist, plat application, and submittal fee. Meritage Homes is the developer of this property and LJA will act as the consulting engineer. If you have any questions, please feel free to call me. Sincerely, Mickey Garner, PE Project Manager 469-236-3110 mgarner@lja.com 116 Item 12. CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Minor Plat of Dhakal Karki Addition, being approximately 1.375 acres of land described as A1241A Tierwester, TR 239 and TR 240, within the City of Sanger, generally located on the northeast corner of 5th Street and Freese St. SUMMARY: The site is zoned B-1 This plat will create two lots for commercial development The lots are planned for a 4000 square foot convenience store and a 2400 square foot commercial building. It will have access from 5th Street and Freese St with shared access. The site will be served by Sanger Electric, Water, and Wastewater. Planning & Zoning recommended that all comments were satisfied prior to City Council approval. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL on the condition that all comments have not been satisfied. ATTACHMENTS: Location Map Replat Application Letter of Intent Planning Comments Engineering Comments 117 Item 13. Treys Ct Fr e e s e D r S 5th St S 5th St ArcGIS Web Map Maxar, Microsoft, Esri, HERE, Garmin, iPC Roads Parcels 6/3/2025, 9:51:16 AM 0 0.01 0.030.01 mi 0 0.03 0.050.01 km 1:1,128 ArcGIS Web AppBuilder Earthstar Geographics | Esri, HERE, Garmin | 118 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBDIVISION APPLICATION Preliminary Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) One (1) Paper Copy of Plat (24”x36”, folded to 1/4 size) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Application Form (Signed by Owner) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. One (1) PDF Copy of all Documents Provided on a CD/DVD or Emailed to development@sangertexas.org Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Office Use: Reviewed by Director of Development Services / / Supriya Karki 4715 Cypress Thorn Dr Arlington, TX 76005 4699553407 inckairav@gmail.com 05/07/2025 05/07/2025 119 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBDIVISION PACKET A Plat subdividing land within the city limits of Sanger or within Sanger Extraterritorial Jurisdiction (ETJ) requires the approval of the City of Sanger. The platting process involves the preparation of one or more plats by the landowner, a review by staff, and consideration by the Planning & Zoning Commission and City Council. PLAT TYPES: There are seven different types of plats, each with their own function. • Preliminary Plat – A preliminary plat is required for most subdivisions, particularly those providing for dedication of public right-of-way and construction of public improvements. It is used to determine the layout of the proposed development. • Final Plat – A final plat will follow a preliminary plat to specify in detail the arrangement of lots, the dedication of public right-of-way, and the provision of public improvements and services. • Replat – A replat revises an existing plat and is controlling over the preceding plat. A public hearing is required for replat. • Minor Plat – A minor plat is one creating three lots or fewer, and not requiring the dedication of right-of-way or construction of improvements. Minor plats can be approved with the preparation of a preliminary plat. • Amended Plat – An amended plat revises a previously platted lot to correct an error or add or modify a feature. Amending plats cannot increase the number of lots. • Conveyance Plat – A conveyance plat may be used to convey the property or interests therein. It may also be used in lieu of a final plat to record a subdivision or property. A conveyance plat is an interim step in the subdivision of land and shall contain a notation that indicates that no development is intended. • Vacating Plat – A vacating plat removes/vacates the plat covering a tract of land before any lot in the plat is sold. The plat is vacated when a signed, acknowledged instrument declaring the plat vacated is approved and recorded in the manner prescribed for the original plat. SUBMISSION REQUIREMENTS: The submittal requirements for each kind of plat are included in this packet. SUBMISSION SCHEDULE: Plats must be submitted during regular business hours before the submittal cut- off date for each Planning and Zoning (P&Z) Commission meeting. Before the application is filed, a mandatory completeness check is required. Application are encouraged to be submitted at least 9 days prior to the submittal cut-off date for completeness check. Plat will be scheduled for P&Z Commission and for City Council according to The Schedule for Planning Applications on the City’s website. Staff will provide review comments within 2 weeks of application filing. All corrections must be made prior to the P&Z Commission meeting. If more time is needed for revisions/corrections, the applicant and owner must submit a request in the form of a signed letter a week before the P&Z meeting date. Staff may extend the application review time for up to 25 days upon receipt of the signed letter. 120 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org APPLICATION FEES: The non-refundable application fee covers part of the cost for the city to review and act on the plat application. • Residential Preliminary or Final Plat / Replat $400.00 + $6.00 per lot < 10 $500.00 + $10.00 per lot > 10 $500.00 + $15.00/acre for plats with lot sizes of one acre or more • Commercial Preliminary or Final Plat / Replat Less than five (5) acres - $500.00 + $15.00 per acre Five (5) acres to less than 25 acres - $600.00 + $15.00 per acre 25 acres to less than 100 acres - $950.00 100 acres or more - $950.00 + $5.00 per acre • Minor Plat - $400.00 + $3.00 per lot, or $15.00 per acre for lots larger than 1 acre • Amended Plat - $200.00 + $3.00 per lot • Conveyance Plat - $200.00 +$3.00 per lot • Vacating Plat - $200.00 SUBDIVISION PROCEDURE The process for subdividing land involved the following steps: 1. Pre-Application Conference: Prior to filing of a plat, the owner must consult with the Director of Development Services, and other City staff concerning compliance with all applicable ordinances and regulations, and the provision of adequate infrastructure and public services. Also, the applicable application review and approval procedure for the plat will be identified. 2. Completeness Check: The applicant will provide all required documents and fees along with the signed application and applicable checklist for a completeness check 9 days prior to the submittal cut-off date. Staff will review the documents for completeness of items listed on the checklists and provide feedback about any additional information or documents required from the applicant. Applications deemed to be incomplete at the time of submittal cut-off date will be returned to the applicant without the application being filed. 3. Submission: Upon determination of application completeness, the application will be considered filed with the Development Services Department. The application submittal cut-off date will be considered as the application filing date and as the first day of review of application. 4. Review: City Staff will review the plat for compliance with the Subdivision Ordinance and other city requirements, and provide comments within 2 weeks of application submittal. The applicant may need to make changes and revisions to the plat or supporting materials. The applicant must provide additional copies of the plat if requested by staff prior to the P&Z Commission and City Council meetings. 121 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org 5. Planning & Zoning Commission: The Planning & Zoning Commission will consider the plat at a regular meeting. The meeting date will be determined at the time of application filing. Staff will recommend approval of the project only if all of staff’s comments have been addressed prior to P&Z meeting. If the plat is approved, it will be forwarded to the City Council. If the plat is denied, applicant may resubmit a response addressing all of staff’s comments prior to City Council meeting date. 6. City Council: The City Council will consider the plat at a regular meeting. The meeting date will be determined at the time of application filing. Staff will recommend approval of the project only if all of staff’s comments have been addressed prior to City Council meeting. City Council’s action will be final. If the plat is denied, staff will provide written statement with specific reasons for disapproval. The applicant may resubmit a response satisfying all reasons for disapproval. Upon resubmittal of the applicant’s response, City will have 15 days to either approve or deny the plat. If plat is denied again, the applicant will be required to start a new application. If approved, applicant may schedule a pre-construction meeting with City staff. 7. Filing for Recordation: Following approval by the City Council, and construction and acceptance of any required public improvements, the plat will be signed by the P&Z Chairman, Mayor, sealed by the City Secretary, and filed for record with Denton County. A Plat Execution Package containing the following must be provided to the Development Services to file the plat for record with Denton County: a. three (3) full-sized (24”x36”) notarized copies of the plat with all signatures (except P&Z Chairman, Mayor and City Secretary), seals, stamps or other validation/certifications of work as applicable in accordance with State law and local requirements, folded to 8.5”x11” with the title block facing outwards; b. recent original certified & sealed tax certificates showing $0.00 amount due; c. $100.00 plat filing fee; Note: Preliminary Plats are not filed for record Consult the Schedule of Planning Application for submittal dates and corresponding meeting dates of the Planning & Zoning Commission and City Council. 122 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBMITTAL REQUIREMENTS & PROCESS All plat submittals must include the correct copies of the plat, the completed and signed application form, plat checklist, the application fee, and a Letter of Intent. Some plats may also require additional copies of the plat and/or other supplementary materials. The Pre-Application Conference with city staff will determine the specific submittal requirements for each applicant. PLAT: The applicant must provide one (1) copy of the plat, printed on a 24”x36” paper, folded to one quarter that size, along a pdf copy of the plat provided on a CD/DVD or emailed to development@sangertexas.org. Additional copies of the plat may be required for staff, depending on the nature of the plat. Additional copies may be required prior to the Planning & Zoning Commission and City Council meetings. APPLICATION FORM: The application form must be completed and signed by the owner(s). PLAT CHECKLIST: Each item on the applicable plat checklist must be check marked as completed and submitted along with the application form. APPLICATION FEE: The required application fee must be provided by check made payable to the City of Sanger. If the submittal is complete, the payment will be accepted. If the submittal is incomplete, the check will be returned with the other materials. LETTER OF INTENT: Each plat submittal must include a Letter of Intent which provides the following: • The subdivider’s name and address • The contact information of the person(s) preparing the submitted documents • The designated point of contact for future correspondence • The intent of the plat application • A brief description of the location, land area, particulars as to the intended use(s) of the property, and any intended future development on the property • A request that the plat be reviewed and considered by the appropriate approval body SUBMITTAL PROCESS: The applicant shall submit the plat application to the Department of Development Services as indicated by the Schedule of Planning Application. A plat application submittal is accepted by the City when the Director of Development Services has certified to the applicant that a complete submittal providing adequate information for a comprehensive review has been received. No plat application will be considered submitted with the city until and unless the prescribed application fees have been paid. All original plat application documents must be submitted to the Department of Development Services, as well as emailed to development@sangertexas.org. 123 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org PRELIMINARY PLAT CHECKLIST The plat shall be drawn to a scale of not more than two hundred feet to the inch (1” = 200’). The information to be included and the procedure for submittal are as follows: Legal Description (Metes and Bounds) with total acreage Describe and locate all permanent survey monument, pins, and control points and tie and reference the survey corners at two points to the Texas State Plane Coordinate System North Central Zone 1983- 1999 datum. The Point of Beginning (POB) shall be clearly marked including State Plane Coordinates, NAD 83. An accurate location of at least two (2) corners of the subdivision with reference to original corners of the original survey of which the subdivision is a part or an existing permanent monument to an approved and recorded plat or permanent markers established by and approved by the City Engineer. North Arrow Scale (both graphic and written) appropriate for the level of detail and not more than two hundred feet to the inch (1”=200) Legend for any symbols used Location/Vicinity Map showing the location of the subject property, existing and proposed streets and thoroughfares covering an area at least one thousand feet (1,000’) outside the proposed subdivision. Title Block with the following information: 1) Plat Type (ex: “Final Plat”, “Preliminary Plat”, etc.) 2) Name of the proposed development/addition 3) Total number of lots and HOA/Open Space lots 4) Survey name and abstract number 5) Gross acreage 6) Right-of-Way acreage, if dedicated 7) Date of preparation and subsequent revisions Block with name(s), address, phone number, and email of preparer, owner, developer, engineer, and/or surveyor 124 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org Existing Features: 1) Location and dimension of all boundary lines (accurate in scale) with dimensions and bearings including lot lines, building lines, and City Limits lines (if any). 2) The location, widths, and names of all existing or platted streets or other public areas, parks, existing permanent structures, land dedicated within or contiguous to the subject property, railroads, rights-of-way, easements, and other important features, such as abstract lines, political subdivision or corporation lines, and school district boundaries. 3) Existing sewer mains, water mains, drainage culverts or other underground structures within the tract and immediately adjacent thereto with pipe sizes, grades, locations and dimensions indicated. 4) Contours with intervals of two feet (2’) or less, referred to mean sea level datum. In areas where the terrain is relatively flat, supplementary contours shall be shown so that the average horizontal distance between said lines does not exceed two hundred feet (200’). 5) Subdivision name of adjacent properties (P.R.D.C.T) or ownership information for adjacent un-platted properties (D.R.D.C.T.) with recording information. 6) Location of existing fire hydrants and fire lanes PRELIMINARY PLAT CHECKLIST (cont.) New Features: 1) The layout, names, and widths (from centerline to edge as well as from edge to edge) of the proposed streets, fire lanes, drives, alleys and easements. 2) Length and radii of all street segments 3) Curve table for all streets, drives, and alleys 4) Acreage or square footage of right-of-way dedicated should be shown, including corner clips and deceleration/turn lanes on the plat 5) Lot and block numbers (lot number are numbers; and block numbers are letters), square footage, and other description according to the real estate records of the city or county auditor and recorder; also, designation of the proposed uses of land within the subdivision. 6) All parcels of land intended to be dedicated for public use or reserved in the deeds for the use of all property owner(s) in the proposed subdivision, together with the purpose or limitations of such reservations. 7) The layout, numbers, set-back lines, and approximate dimensions of proposed lots, blocks, parks, etc. 8) Location of proposed fire hydrants and fire lanes 9) USPS Postmaster approved location of mailboxes (if cluster mailboxes) 10) Proposed building lines with square footage and proposed use 11) Proposed Parking layout Table showing the following information: 1) Listing of the lots with square footage, and the associated lot widths at the front building line 2) Square footage of total building footprint and of each land use (if known) 3) Number of required and provided parking spaces 4) Required and provided total landscaped area and front yard landscaped area 125 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org Existing and proposed FEMA 100-year floodplain boundaries and elevation. Include minimum finished floor elevations (minimum 2 feet above the 100-year elevation) of all lots adjacent to floodplain. If the site does not contain a floodplain, note that: “No 100-year floodplain exists on the site.” A Floodplain reclamation study will be required with Final Plat if necessary. Submittals for preliminary plats shall include plans, documents, and information adequate for the review of the provision of public improvements to the properties involved. This includes but is not limited to streets, water services, wastewater services, franchise utilities, street lighting, and stormwater detention (ex: preliminary drainage plans, preliminary utility plans, floodplain study, traffic impact study etc.). Two (2) copies of the typical cross-sections of proposed streets showing the width of pavement, type of pavement, and location and widths of sidewalks when not in conformance with standard details. Approval Block: The following notice shall be placed on the face of each preliminary plat by the subdivider: “Preliminary Plat for Review Purposes Only” The following certificates shall be placed on the preliminary plat by the subdivider: Approved for Preparation of Final Plat City of Sanger, TX Date Planning & Zoning Commission 126 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org FINAL, REPLAT, MINOR, AMENDED, AND CONVEYANCE PLAT CHECKLIST The Plat shall be drawn to a scale of not more than two hundred feet to the inch (1” = 200’). The boundary marked with heavy weighted lines with accurate distances and bearings, a metes and bounds description of the boundary (error of closure shall not exceed one (a) in fifty thousand (50,000) for the plat boundary), exact acreage to hundredths, and the exact location and width of all existing or recorded rights-of-way intersecting the boundary of or bordering on the tract. One (1) copy of the traverse closure sheet shall be enclosed. True bearings and distances to the nearest established street lines, official monuments or subdivision corner, which shall be accurately described on the plat. Municipal, township, county or abstract survey lines shall be accurately tied to the lines of the subdivision by the distances and bearings, where applicable. Describe and locate all permanent survey monument, pins, and control points and tie and reference the survey corners at two points to the Texas State Plane Coordinate System North Central Zone 1983- 1999 datum. The Point of Beginning (POB) shall be clearly marked including State Plane Coordinates, NAD 83. An accurate location of at least two (2) corners of the subdivision with reference to original corners of the original survey of which the subdivision is a part or an existing permanent monument to an approved and recorded plat or permanent markers established by and approved by the City Engineer. Subdivision name of adjacent properties (P.R.D.C.T) or ownership information for adjacent unplatted properties (D.R.D.C.T.) with recording information. An accurate location of the subdivision in reference to the deed records of the county which shall include the volume and page of the deed of the property to be subdivided. If the property owner information does not match the Denton Central Appraisal District record, then information related to the purchase must be provided. The exact layout, including: 1) Street and/or alley names 2) The length of all arcs, radii, internal angles and points of curvature, length and bearing of the tangents 3) All existing and proposed easements for right-of-way, public services, utilities or any other easements and any limitations of the easements 4) Show centerline of existing streets. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline. 5) All lot number and lines, with accurate dimensions in feet and hundredths and with bearings and angles to street and alley lines to the nearest second The accurate location, material, and approximate size of all monuments. 127 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org The accurate outline description of all property which is offered for dedication for public use, such as parks, etc., with the purpose indicated thereon, and all property that may be reserved by deed covenant for the common use of the property owners in the subdivision. A signed and notarized copy of private restriction (if any), that are filed for record in the office of the County Clerk shall be provided with the Final Plat. Name and addresses of the owner, subdivider, engineer, and surveyor. FINAL, REPLAT, MINOR, AMENDED, AND CONVEYANCE PLAT CHECKLIST (cont.) North point, written and graphic scale, and date. 3”x3” recording box at the lower right hand corner. A Title Block with the following information shall be provided on each page: 1) Plat Type (ex: “Final Plat”, “Preliminary Plat”, etc.) 2) Name of the proposed development/addition/subdivision 3) Total number of lots and HOA/Open Space lots 4) Survey name and abstract number 5) Gross acreage 6) Right-of-Way acreage, if dedicated 7) Date of preparation and subsequent revisions Standard Notation to be added on the plat: 1) “All lots comply with the minimum size requirements of the zoning district.” 2) “This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due.” 3) “All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City’s right-of-way will require a facilities agreement, to be reviewed and approved by the City.” 4) “Notice – selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits.” 5) “This plat does not alter or remove existing deed restrictions, if any, on this property.” 6) “Minimum finished floor elevations are at least 2 feet above the 100 year flood plain.” 7) “The subject property does not lie within a 100 – year floodplain according to Community Panel No. , dated , of the National Flood Insurance Rate Maps for Denton County, Texas.” 8) “The purpose of this plat is [state the purpose] ” 9) “Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202), North American Datum of 1983 (NAD ‘83)” 128 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org The name, address and phone number of all utilities providing service to the development is required. A signature from each provider or a will-serve letter, signifying their ability to provide service to the subdivision is required. Location map showing existing and proposed streets and thoroughfares covering an area at least one thousand feet (1000’) outside the proposed subdivision. One paper copy (24”x36”) and one soft copy (pdf) of approved civil/construction plans, along with GIS/CAD files for all approved public improvements on a CD/DVD. For Conveyance Plats Only: All conveyance plats must be titled “Conveyance Plat” and carry the following text: “A conveyance plat is a record of property approved by the City of Sanger for the purpose of sale or conveyance in its entirety or interests thereon defined. No building permit may be issued, nor development begin, nor permanent public utility service provided until a final plat is approved, filed of record and public improvements are accepted in accordance with the City of Sanger Code of Ordinances. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat or replat is a violation of the state law.” 129 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org FINAL, REPLAT, MINOR, AMENDED, AND CONVEYANCE PLAT CHECKLIST Certification by a registered public surveyor or licensed state land surveyor, registered in the State of Texas to the effect that the plat represents a survey made by him or under his direct supervision and that all monuments shown thereon have been verified and actually exist, and that their location, size, and material are correctly shown. Such surveyor’s certificate may be prepared as follows: “State of Texas County of Denton I hereby certify that this plat is true and correct and was prepared from an actual survey of the property made on the ground under my supervision. (Engineer or Surveyor’s Seal) Licensed Professional Engineer OR Registered Public Land Surveyor Texas R.P.L.S. No. Date” A certificate of ownership and dedication of all streets, alleys, parks, and playgrounds to public use forever, signed and acknowledged before a notary public, by the owner or authorized representative and lien holder of the land, and a complete and accurate description of the land subdivided and the streets dedicated. Such owner’s certificate may be prepared as follows: “State of Texas County of Denton I (we), the undersigned, owner(s) of the land shown on this plat within the area described by metes and bounds as follows: (Metes and Bounds Description of Boundary) NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT , acting herein by and through its duly authorized officer, does hereby adopt this plat designating the hereinabove described property as (lot/block/subdivision), an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public utility entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND this day of _, 20 . , Owner , Title and Company (if applicable)” 130 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org FINAL, REPLAT, MINOR, AMENDED, AND CONVEYANCE PLAT CHECKLIST (cont.) “State of Texas County of Denton Before me, the undersigned authority, on this day personally appeared, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and considerations therein expressed and in the capacity therein stated. Given under my hand and seal of office this day of , 20 . Notary Public in and for the State of Texas Type or Print Notary’s Name My Commission Expires .” The following certificate shall be included on the plat in a manner that will allow the signatures of the designated officials and the affixing of the City Seal. “Approved and Accepted _ Chairman, Planning & Zoning Commission Dat e City of Sanger, TX Mayor Date City of Sanger, TX Attested by City Secretary Date City of Sanger, TX” 131 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org VACATING PLAT CHECKLIST A letter signed by the property owner(s) indicating their consent. If the property owner information does not match the Denton Central Appraisal District record, then information related to the purchase must be provided. Current tax certificate(s) indicating all taxes for the subject property have been paid to the current year (available from Denton Central Appraisal District). Tax statements printed from the DCAD website (pdf) are acceptable in lieu of the original certificate(s). Original tax certificates shall be required for recording the plat at the County. Letter of Intent that should include 1) Existing legal description (subdivision name, lot(s), block(s)); 2) Original legal description that will be resumed upon plat vacation; 3) Explain the location of all structures on the property. 4) The contact information of the person(s) preparing the submitted documents 5) The designated point of contact for future correspondence 6) The intent of the plat application 7) A request that the plat be reviewed and considered by the appropriate approval body A signed and notarized affidavit filled out completely and accurately by the land owner for the type pf plat that is proposed to be vacated must be included. A map(s) showing the location, size, use and arrangement of all buildings/structures showing height in stories and feet, total floor area, total square feet of ground area coverage of existing buildings which will remain, if any, and the location, designation and total area of all usable open space. Vicinity Map 132 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBDIVISION APPLICATION Preliminary Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) One (1) Paper Copy of Plat (24”x36”, folded to 1/4 size) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Application Form (Signed by Owner) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. One (1) PDF Copy of all Documents Provided on a CD/DVD or Emailed to development@sangertexas.org Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Office Use: Reviewed by Director of Development Services / / 4715 Cypress Thorn Dr Arlington, TX 76005 inckairav@gmail.com 05/08/2025 05/08/2025 Upendra Dhakal 4694943056 133 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBDIVISION PACKET A Plat subdividing land within the city limits of Sanger or within Sanger Extraterritorial Jurisdiction (ETJ) requires the approval of the City of Sanger. The platting process involves the preparation of one or more plats by the landowner, a review by staff, and consideration by the Planning & Zoning Commission and City Council. PLAT TYPES: There are seven different types of plats, each with their own function. • Preliminary Plat – A preliminary plat is required for most subdivisions, particularly those providing for dedication of public right-of-way and construction of public improvements. It is used to determine the layout of the proposed development. • Final Plat – A final plat will follow a preliminary plat to specify in detail the arrangement of lots, the dedication of public right-of-way, and the provision of public improvements and services. • Replat – A replat revises an existing plat and is controlling over the preceding plat. A public hearing is required for replat. • Minor Plat – A minor plat is one creating three lots or fewer, and not requiring the dedication of right-of-way or construction of improvements. Minor plats can be approved with the preparation of a preliminary plat. • Amended Plat – An amended plat revises a previously platted lot to correct an error or add or modify a feature. Amending plats cannot increase the number of lots. • Conveyance Plat – A conveyance plat may be used to convey the property or interests therein. It may also be used in lieu of a final plat to record a subdivision or property. A conveyance plat is an interim step in the subdivision of land and shall contain a notation that indicates that no development is intended. • Vacating Plat – A vacating plat removes/vacates the plat covering a tract of land before any lot in the plat is sold. The plat is vacated when a signed, acknowledged instrument declaring the plat vacated is approved and recorded in the manner prescribed for the original plat. SUBMISSION REQUIREMENTS: The submittal requirements for each kind of plat are included in this packet. SUBMISSION SCHEDULE: Plats must be submitted during regular business hours before the submittal cut- off date for each Planning and Zoning (P&Z) Commission meeting. Before the application is filed, a mandatory completeness check is required. Application are encouraged to be submitted at least 9 days prior to the submittal cut-off date for completeness check. Plat will be scheduled for P&Z Commission and for City Council according to The Schedule for Planning Applications on the City’s website. Staff will provide review comments within 2 weeks of application filing. All corrections must be made prior to the P&Z Commission meeting. If more time is needed for revisions/corrections, the applicant and owner must submit a request in the form of a signed letter a week before the P&Z meeting date. Staff may extend the application review time for up to 25 days upon receipt of the signed letter. 134 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org APPLICATION FEES: The non-refundable application fee covers part of the cost for the city to review and act on the plat application. • Residential Preliminary or Final Plat / Replat $400.00 + $6.00 per lot < 10 $500.00 + $10.00 per lot > 10 $500.00 + $15.00/acre for plats with lot sizes of one acre or more • Commercial Preliminary or Final Plat / Replat Less than five (5) acres - $500.00 + $15.00 per acre Five (5) acres to less than 25 acres - $600.00 + $15.00 per acre 25 acres to less than 100 acres - $950.00 100 acres or more - $950.00 + $5.00 per acre • Minor Plat - $400.00 + $3.00 per lot, or $15.00 per acre for lots larger than 1 acre • Amended Plat - $200.00 + $3.00 per lot • Conveyance Plat - $200.00 +$3.00 per lot • Vacating Plat - $200.00 SUBDIVISION PROCEDURE The process for subdividing land involved the following steps: 1. Pre-Application Conference: Prior to filing of a plat, the owner must consult with the Director of Development Services, and other City staff concerning compliance with all applicable ordinances and regulations, and the provision of adequate infrastructure and public services. Also, the applicable application review and approval procedure for the plat will be identified. 2. Completeness Check: The applicant will provide all required documents and fees along with the signed application and applicable checklist for a completeness check 9 days prior to the submittal cut-off date. Staff will review the documents for completeness of items listed on the checklists and provide feedback about any additional information or documents required from the applicant. Applications deemed to be incomplete at the time of submittal cut-off date will be returned to the applicant without the application being filed. 3. Submission: Upon determination of application completeness, the application will be considered filed with the Development Services Department. The application submittal cut-off date will be considered as the application filing date and as the first day of review of application. 4. Review: City Staff will review the plat for compliance with the Subdivision Ordinance and other city requirements, and provide comments within 2 weeks of application submittal. The applicant may need to make changes and revisions to the plat or supporting materials. The applicant must provide additional copies of the plat if requested by staff prior to the P&Z Commission and City Council meetings. 135 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org 5. Planning & Zoning Commission: The Planning & Zoning Commission will consider the plat at a regular meeting. The meeting date will be determined at the time of application filing. Staff will recommend approval of the project only if all of staff’s comments have been addressed prior to P&Z meeting. If the plat is approved, it will be forwarded to the City Council. If the plat is denied, applicant may resubmit a response addressing all of staff’s comments prior to City Council meeting date. 6. City Council: The City Council will consider the plat at a regular meeting. The meeting date will be determined at the time of application filing. Staff will recommend approval of the project only if all of staff’s comments have been addressed prior to City Council meeting. City Council’s action will be final. If the plat is denied, staff will provide written statement with specific reasons for disapproval. The applicant may resubmit a response satisfying all reasons for disapproval. Upon resubmittal of the applicant’s response, City will have 15 days to either approve or deny the plat. If plat is denied again, the applicant will be required to start a new application. If approved, applicant may schedule a pre-construction meeting with City staff. 7. Filing for Recordation: Following approval by the City Council, and construction and acceptance of any required public improvements, the plat will be signed by the P&Z Chairman, Mayor, sealed by the City Secretary, and filed for record with Denton County. A Plat Execution Package containing the following must be provided to the Development Services to file the plat for record with Denton County: a. three (3) full-sized (24”x36”) notarized copies of the plat with all signatures (except P&Z Chairman, Mayor and City Secretary), seals, stamps or other validation/certifications of work as applicable in accordance with State law and local requirements, folded to 8.5”x11” with the title block facing outwards; b. recent original certified & sealed tax certificates showing $0.00 amount due; c. $100.00 plat filing fee; Note: Preliminary Plats are not filed for record Consult the Schedule of Planning Application for submittal dates and corresponding meeting dates of the Planning & Zoning Commission and City Council. 136 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBMITTAL REQUIREMENTS & PROCESS All plat submittals must include the correct copies of the plat, the completed and signed application form, plat checklist, the application fee, and a Letter of Intent. Some plats may also require additional copies of the plat and/or other supplementary materials. The Pre-Application Conference with city staff will determine the specific submittal requirements for each applicant. PLAT: The applicant must provide one (1) copy of the plat, printed on a 24”x36” paper, folded to one quarter that size, along a pdf copy of the plat provided on a CD/DVD or emailed to development@sangertexas.org. Additional copies of the plat may be required for staff, depending on the nature of the plat. Additional copies may be required prior to the Planning & Zoning Commission and City Council meetings. APPLICATION FORM: The application form must be completed and signed by the owner(s). PLAT CHECKLIST: Each item on the applicable plat checklist must be check marked as completed and submitted along with the application form. APPLICATION FEE: The required application fee must be provided by check made payable to the City of Sanger. If the submittal is complete, the payment will be accepted. If the submittal is incomplete, the check will be returned with the other materials. LETTER OF INTENT: Each plat submittal must include a Letter of Intent which provides the following: • The subdivider’s name and address • The contact information of the person(s) preparing the submitted documents • The designated point of contact for future correspondence • The intent of the plat application • A brief description of the location, land area, particulars as to the intended use(s) of the property, and any intended future development on the property • A request that the plat be reviewed and considered by the appropriate approval body SUBMITTAL PROCESS: The applicant shall submit the plat application to the Department of Development Services as indicated by the Schedule of Planning Application. A plat application submittal is accepted by the City when the Director of Development Services has certified to the applicant that a complete submittal providing adequate information for a comprehensive review has been received. No plat application will be considered submitted with the city until and unless the prescribed application fees have been paid. All original plat application documents must be submitted to the Department of Development Services, as well as emailed to development@sangertexas.org. 137 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org PRELIMINARY PLAT CHECKLIST The plat shall be drawn to a scale of not more than two hundred feet to the inch (1” = 200’). The information to be included and the procedure for submittal are as follows: Legal Description (Metes and Bounds) with total acreage Describe and locate all permanent survey monument, pins, and control points and tie and reference the survey corners at two points to the Texas State Plane Coordinate System North Central Zone 1983- 1999 datum. The Point of Beginning (POB) shall be clearly marked including State Plane Coordinates, NAD 83. An accurate location of at least two (2) corners of the subdivision with reference to original corners of the original survey of which the subdivision is a part or an existing permanent monument to an approved and recorded plat or permanent markers established by and approved by the City Engineer. North Arrow Scale (both graphic and written) appropriate for the level of detail and not more than two hundred feet to the inch (1”=200) Legend for any symbols used Location/Vicinity Map showing the location of the subject property, existing and proposed streets and thoroughfares covering an area at least one thousand feet (1,000’) outside the proposed subdivision. Title Block with the following information: 1) Plat Type (ex: “Final Plat”, “Preliminary Plat”, etc.) 2) Name of the proposed development/addition 3) Total number of lots and HOA/Open Space lots 4) Survey name and abstract number 5) Gross acreage 6) Right-of-Way acreage, if dedicated 7) Date of preparation and subsequent revisions Block with name(s), address, phone number, and email of preparer, owner, developer, engineer, and/or surveyor 138 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org Existing Features: 1) Location and dimension of all boundary lines (accurate in scale) with dimensions and bearings including lot lines, building lines, and City Limits lines (if any). 2) The location, widths, and names of all existing or platted streets or other public areas, parks, existing permanent structures, land dedicated within or contiguous to the subject property, railroads, rights-of-way, easements, and other important features, such as abstract lines, political subdivision or corporation lines, and school district boundaries. 3) Existing sewer mains, water mains, drainage culverts or other underground structures within the tract and immediately adjacent thereto with pipe sizes, grades, locations and dimensions indicated. 4) Contours with intervals of two feet (2’) or less, referred to mean sea level datum. In areas where the terrain is relatively flat, supplementary contours shall be shown so that the average horizontal distance between said lines does not exceed two hundred feet (200’). 5) Subdivision name of adjacent properties (P.R.D.C.T) or ownership information for adjacent un-platted properties (D.R.D.C.T.) with recording information. 6) Location of existing fire hydrants and fire lanes PRELIMINARY PLAT CHECKLIST (cont.) New Features: 1) The layout, names, and widths (from centerline to edge as well as from edge to edge) of the proposed streets, fire lanes, drives, alleys and easements. 2) Length and radii of all street segments 3) Curve table for all streets, drives, and alleys 4) Acreage or square footage of right-of-way dedicated should be shown, including corner clips and deceleration/turn lanes on the plat 5) Lot and block numbers (lot number are numbers; and block numbers are letters), square footage, and other description according to the real estate records of the city or county auditor and recorder; also, designation of the proposed uses of land within the subdivision. 6) All parcels of land intended to be dedicated for public use or reserved in the deeds for the use of all property owner(s) in the proposed subdivision, together with the purpose or limitations of such reservations. 7) The layout, numbers, set-back lines, and approximate dimensions of proposed lots, blocks, parks, etc. 8) Location of proposed fire hydrants and fire lanes 9) USPS Postmaster approved location of mailboxes (if cluster mailboxes) 10) Proposed building lines with square footage and proposed use 11) Proposed Parking layout Table showing the following information: 1) Listing of the lots with square footage, and the associated lot widths at the front building line 2) Square footage of total building footprint and of each land use (if known) 3) Number of required and provided parking spaces 4) Required and provided total landscaped area and front yard landscaped area 139 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org Existing and proposed FEMA 100-year floodplain boundaries and elevation. Include minimum finished floor elevations (minimum 2 feet above the 100-year elevation) of all lots adjacent to floodplain. If the site does not contain a floodplain, note that: “No 100-year floodplain exists on the site.” A Floodplain reclamation study will be required with Final Plat if necessary. Submittals for preliminary plats shall include plans, documents, and information adequate for the review of the provision of public improvements to the properties involved. This includes but is not limited to streets, water services, wastewater services, franchise utilities, street lighting, and stormwater detention (ex: preliminary drainage plans, preliminary utility plans, floodplain study, traffic impact study etc.). Two (2) copies of the typical cross-sections of proposed streets showing the width of pavement, type of pavement, and location and widths of sidewalks when not in conformance with standard details. Approval Block: The following notice shall be placed on the face of each preliminary plat by the subdivider: “Preliminary Plat for Review Purposes Only” The following certificates shall be placed on the preliminary plat by the subdivider: Approved for Preparation of Final Plat City of Sanger, TX Date Planning & Zoning Commission 140 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org FINAL, REPLAT, MINOR, AMENDED, AND CONVEYANCE PLAT CHECKLIST The Plat shall be drawn to a scale of not more than two hundred feet to the inch (1” = 200’). The boundary marked with heavy weighted lines with accurate distances and bearings, a metes and bounds description of the boundary (error of closure shall not exceed one (a) in fifty thousand (50,000) for the plat boundary), exact acreage to hundredths, and the exact location and width of all existing or recorded rights-of-way intersecting the boundary of or bordering on the tract. One (1) copy of the traverse closure sheet shall be enclosed. True bearings and distances to the nearest established street lines, official monuments or subdivision corner, which shall be accurately described on the plat. Municipal, township, county or abstract survey lines shall be accurately tied to the lines of the subdivision by the distances and bearings, where applicable. Describe and locate all permanent survey monument, pins, and control points and tie and reference the survey corners at two points to the Texas State Plane Coordinate System North Central Zone 1983- 1999 datum. The Point of Beginning (POB) shall be clearly marked including State Plane Coordinates, NAD 83. An accurate location of at least two (2) corners of the subdivision with reference to original corners of the original survey of which the subdivision is a part or an existing permanent monument to an approved and recorded plat or permanent markers established by and approved by the City Engineer. Subdivision name of adjacent properties (P.R.D.C.T) or ownership information for adjacent unplatted properties (D.R.D.C.T.) with recording information. An accurate location of the subdivision in reference to the deed records of the county which shall include the volume and page of the deed of the property to be subdivided. If the property owner information does not match the Denton Central Appraisal District record, then information related to the purchase must be provided. The exact layout, including: 1) Street and/or alley names 2) The length of all arcs, radii, internal angles and points of curvature, length and bearing of the tangents 3) All existing and proposed easements for right-of-way, public services, utilities or any other easements and any limitations of the easements 4) Show centerline of existing streets. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline. 5) All lot number and lines, with accurate dimensions in feet and hundredths and with bearings and angles to street and alley lines to the nearest second The accurate location, material, and approximate size of all monuments. 141 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org The accurate outline description of all property which is offered for dedication for public use, such as parks, etc., with the purpose indicated thereon, and all property that may be reserved by deed covenant for the common use of the property owners in the subdivision. A signed and notarized copy of private restriction (if any), that are filed for record in the office of the County Clerk shall be provided with the Final Plat. Name and addresses of the owner, subdivider, engineer, and surveyor. FINAL, REPLAT, MINOR, AMENDED, AND CONVEYANCE PLAT CHECKLIST (cont.) North point, written and graphic scale, and date. 3”x3” recording box at the lower right hand corner. A Title Block with the following information shall be provided on each page: 1) Plat Type (ex: “Final Plat”, “Preliminary Plat”, etc.) 2) Name of the proposed development/addition/subdivision 3) Total number of lots and HOA/Open Space lots 4) Survey name and abstract number 5) Gross acreage 6) Right-of-Way acreage, if dedicated 7) Date of preparation and subsequent revisions Standard Notation to be added on the plat: 1) “All lots comply with the minimum size requirements of the zoning district.” 2) “This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due.” 3) “All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City’s right-of-way will require a facilities agreement, to be reviewed and approved by the City.” 4) “Notice – selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits.” 5) “This plat does not alter or remove existing deed restrictions, if any, on this property.” 6) “Minimum finished floor elevations are at least 2 feet above the 100 year flood plain.” 7) “The subject property does not lie within a 100 – year floodplain according to Community Panel No. , dated , of the National Flood Insurance Rate Maps for Denton County, Texas.” 8) “The purpose of this plat is [state the purpose] ” 9) “Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202), North American Datum of 1983 (NAD ‘83)” 142 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org The name, address and phone number of all utilities providing service to the development is required. A signature from each provider or a will-serve letter, signifying their ability to provide service to the subdivision is required. Location map showing existing and proposed streets and thoroughfares covering an area at least one thousand feet (1000’) outside the proposed subdivision. One paper copy (24”x36”) and one soft copy (pdf) of approved civil/construction plans, along with GIS/CAD files for all approved public improvements on a CD/DVD. For Conveyance Plats Only: All conveyance plats must be titled “Conveyance Plat” and carry the following text: “A conveyance plat is a record of property approved by the City of Sanger for the purpose of sale or conveyance in its entirety or interests thereon defined. No building permit may be issued, nor development begin, nor permanent public utility service provided until a final plat is approved, filed of record and public improvements are accepted in accordance with the City of Sanger Code of Ordinances. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat or replat is a violation of the state law.” 143 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org FINAL, REPLAT, MINOR, AMENDED, AND CONVEYANCE PLAT CHECKLIST Certification by a registered public surveyor or licensed state land surveyor, registered in the State of Texas to the effect that the plat represents a survey made by him or under his direct supervision and that all monuments shown thereon have been verified and actually exist, and that their location, size, and material are correctly shown. Such surveyor’s certificate may be prepared as follows: “State of Texas County of Denton I hereby certify that this plat is true and correct and was prepared from an actual survey of the property made on the ground under my supervision. (Engineer or Surveyor’s Seal) Licensed Professional Engineer OR Registered Public Land Surveyor Texas R.P.L.S. No. Date” A certificate of ownership and dedication of all streets, alleys, parks, and playgrounds to public use forever, signed and acknowledged before a notary public, by the owner or authorized representative and lien holder of the land, and a complete and accurate description of the land subdivided and the streets dedicated. Such owner’s certificate may be prepared as follows: “State of Texas County of Denton I (we), the undersigned, owner(s) of the land shown on this plat within the area described by metes and bounds as follows: (Metes and Bounds Description of Boundary) NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT , acting herein by and through its duly authorized officer, does hereby adopt this plat designating the hereinabove described property as (lot/block/subdivision), an addition to the City of Sanger, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parks, and watercourses, and to the public use forever easements for sidewalks, storm drainage facilities, utilities and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other City codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with City codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Sanger. The City of Sanger and public utility entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. WITNESS MY HAND this day of _, 20 . , Owner , Title and Company (if applicable)” 144 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org FINAL, REPLAT, MINOR, AMENDED, AND CONVEYANCE PLAT CHECKLIST (cont.) “State of Texas County of Denton Before me, the undersigned authority, on this day personally appeared, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and considerations therein expressed and in the capacity therein stated. Given under my hand and seal of office this day of , 20 . Notary Public in and for the State of Texas Type or Print Notary’s Name My Commission Expires .” The following certificate shall be included on the plat in a manner that will allow the signatures of the designated officials and the affixing of the City Seal. “Approved and Accepted _ Chairman, Planning & Zoning Commission Dat e City of Sanger, TX Mayor Date City of Sanger, TX Attested by City Secretary Date City of Sanger, TX” 145 Item 13. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org VACATING PLAT CHECKLIST A letter signed by the property owner(s) indicating their consent. If the property owner information does not match the Denton Central Appraisal District record, then information related to the purchase must be provided. Current tax certificate(s) indicating all taxes for the subject property have been paid to the current year (available from Denton Central Appraisal District). Tax statements printed from the DCAD website (pdf) are acceptable in lieu of the original certificate(s). Original tax certificates shall be required for recording the plat at the County. Letter of Intent that should include 1) Existing legal description (subdivision name, lot(s), block(s)); 2) Original legal description that will be resumed upon plat vacation; 3) Explain the location of all structures on the property. 4) The contact information of the person(s) preparing the submitted documents 5) The designated point of contact for future correspondence 6) The intent of the plat application 7) A request that the plat be reviewed and considered by the appropriate approval body A signed and notarized affidavit filled out completely and accurately by the land owner for the type pf plat that is proposed to be vacated must be included. A map(s) showing the location, size, use and arrangement of all buildings/structures showing height in stories and feet, total floor area, total square feet of ground area coverage of existing buildings which will remain, if any, and the location, designation and total area of all usable open space. Vicinity Map 146 Item 13. 147 Item 13. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 5/28/25 1st REVIEW COMMENTS – Minor Plat – Dhakal Karki Addition The request is for a Minor Plat of Dhakal Karki Addition, being approximately 1.375 acres of the A1241A TIERWESTER TR 239 and 291, prepared by Metroplex Surveying, Inc., submitted on 5/14/25. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following; 1. Describe and locate all permanent survey monuments, pins, and control points and tie and reference the survey corners at two points to the Texas State Plan Coordinate System North Central Zone 1983-1999 datum. The Point of Beginning shall be clearly marked including the State Plan Coordinates, NAD 83. 2. An accurate location of at least two corners of the subdivision with reference to original corners of the original survey of which the subdivision is a part or an existing permanent monument to an approved and recorded plat or permanent markers established by and approved by the City Engineer. 3. Show centerline of existing streets. Dimensions from centerline to edges of existing and proposed right-of-way. 4. In Title Block show right-of-way acreage being dedicated. 5. Add all standard notations from checklist to plat. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, June 9, 2025, and the City Council meeting on Monday, July 7, 2025. 148 Item 13. June 3, 2025 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Dhakal Karki Addition Minor Plat - Review #1 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Minor Plat for the Dhakal Karki Addition. The submittal was prepared by Metroplex Surveying and was received on May 20, 2025. We have completed our review and offer the following comments: 1. Provide closure report. 2. Sidewalks in commercial areas shall be a minimum width of six feet (6') or extend from the back of the curb to the building line as required by the city per § 10.106(c)(3). 3. Dumpster enclosure openings may not face public rights-of-way unless they are gated per § 14A-48.5.2(e). 4. Where is the dumpster for Lot 1? 5. 22 spaces counted on Concept site (6+10+6). Where are the other 2 spaces provided? 6. Show the proposed revised plat lot lines to evaluate the concept layout further. 7. Show proposed curb return. 8. Provide ROW acreage in title block on all sheets per §10.104(d)(10)(O)(vi). 9. Show / identify the centerline of existing street. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline per §10.104(d)(10)(H)(iv). If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7468. Sincerely, Keith Freeman, PE HALFF Firm No. 0312 149 Item 13. Provide closure report Provide ROW acreage in title block on all sheets per §10.104(d)(10)(O)(vi) Show / identify the centerline of existing street. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline per §10.104(d)(10)(H)(iv) 150 Item 13. ...\138 & Freese Dr Sangor Tx.dgn 3/21/2023 2:34:35 PM 22 spaces counted (6+10+6). Where are the other 2 provided? Dumpster enclosure openings may not face public rights-of-way unless they are gated per § 14A-48.5.2(e). Where is the dumpster for Lot 1? Show the proposed revised plat lot lines to evaluate concept layout further. Sidewalks in commercial areas shall be a minimum width of six feet (6') or extend from the back of the curb to the building line as required by the city per § 10.106(c)(3) Show curb returnfix 151 Item 13. CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Final Plat of Lois Road Estates Subdivision Filing No. 1, being approximately 38.769 acres of land described as A0029A R. BEEBEE, TR, within the City of Sanger, generally located on the south side of Lois Rd approximately 1219 feet west of the intersection of Marion Rd and Lois Rd. SUMMARY: This is phase 1 of 3. This plat will create 155 residential lots and 6 HOA lots The lots are part of the Lois Road Estates PD. This phase will have 2 points of entry from Lois Road. All lots comply with the PD. Planning & Zoning recommended approval with the condition that all comments were satisfied prior to City Council approval. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL on the condition that all comments have not been satisfied. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 152 Item 14. Huling Rd Ma r i o n R d Ol i v i a L n Avion Dr Ma r i o n R d Bering Dr Wi n d m i l l D r Lakepark Dr Co r o n a D r Cr o w n C t Cu b a n L n Li g a L n Kr i s t o f f L n Ba c c a r a t L n Ca s a M a g n a L n Pa d r o n L n Z i n o L n New Castle Ln Me l t o n R d I- 3 5 S e r v i c e I- 3 5 S e r v i c e I-35 Service Lois Rd E Lois Rd E Lois Rd E Lois Rd E Lois Rd E Ma r i o n R d Hu l i n g R d I- 3 5 S e r v i c e I - 3 5 R a m p Huling Rd Hu l i n g R d Lawlis Ln I- 3 5 R a m p Utili t y R d I- 3 5 S e r v i c e I- 3 5 S e r v i c e I- 3 5 S e r v i c e I- 3 5 S e r v i c e Belz Rd Belz Rd ArcGIS Web Map Esri, HERE, Garmin, iPC, Maxar Roads Parcels ETJ Parcels 6/3/2025, 10:09:58 AM 0 0.25 0.50.13 mi 0 0.4 0.80.2 km 1:18,056 ArcGIS Web AppBuilder Earthstar Geographics | Esri, HERE, Garmin | 153 Item 14. SITE LO I S R O A D E S T A T E S S U B D I V I S I O N 15 5 R E S I D E N T I A L L O T S - 6 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 38 . 7 6 9 A C R E S - 1 , 6 8 8 , 7 7 8 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 1 SHEET OF 5 BEING 38.769 ACRES OF LAND (1,688,778 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 1 ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” “” ” ” ” ” ” ’ ‘ “ ’ 01 154 Item 14. •• Δ Δ Δ Δ LO I S R O A D E S T A T E S S U B D I V I S I O N 15 5 R E S I D E N T I A L L O T S - 6 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 38 . 7 6 9 A C R E S - 1 , 6 8 8 , 7 7 8 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 1 SHEET OF 5 BEING 38.769 ACRES OF LAND (1,688,778 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 1 02 155 Item 14. Δ //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 15 5 R E S I D E N T I A L L O T S - 6 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 38 . 7 6 9 A C R E S - 1 , 6 8 8 , 7 7 8 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 1 SHEET OF 5 BEING 38.769 ACRES OF LAND (1,688,778 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 1 03 156 Item 14. //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 15 5 R E S I D E N T I A L L O T S - 6 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 38 . 7 6 9 A C R E S - 1 , 6 8 8 , 7 7 8 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 1 SHEET OF 5 BEING 38.769 ACRES OF LAND (1,688,778 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 1 04 157 Item 14. Δ Δ //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 15 5 R E S I D E N T I A L L O T S - 6 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 38 . 7 6 9 A C R E S - 1 , 6 8 8 , 7 7 8 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 1 SHEET OF 5 BEING 38.769 ACRES OF LAND (1,688,778 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 1 05 158 Item 14. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-4072 (fax) 940-458-2059 (office) www.sangertexas.org Effective Date: 10/15/2024 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) 940-458-4072(fax) www.sangertexas.org SUBDIVISION APPLICATION Prelimina ry Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) Application Form (Signed by Owner and Applicant) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date 05/12/2025 159 Item 14. 5960 DTC BLVD, STE 290W Greenwood Village, CO 80111 www.kaltercapital.com Lois Rd Estates May 13, 2025 Letter of Intent Dear Ms. Hammonds, In compliance with the City of Sanger’s Development Services requirements, Kalter Capital is pleased to submit the Lois Rd Estates Filing No. 1 Final Plat and Final Construction Drawings Application. Included here is the Letter of Intent, which describes the Final Plat Submittal details. In addition to this Letter of Intent, the following documents are included in the Final Plat Submittal. · Application Form, signed by Kalter Capital · Filing No. 1 Final Plat · Filing No. 1 Construction Plans Site Description and Location The subject property (The Site) is 38.769 acres in size and is located in the City of Sanger, Denton County, State of Texas. The Site is bound by Lois Road to the north, future phases of Lois Rd Estates development to the east, and future phases of Lois Rd Estates development to the south. The site is comprised of a single parcel identified as Property ID: 59829 in Denton County. A legal description is included with this letter, for reference. The existing condition of The Site consists of native vegetation and a dirt road. There is only one vehicular access to The Site along Lois Road. There is no significant development or existing structures on the Site, as its historical use has been for agricultural purposes. There are multiple lengths of fence surrounding and within The Sites boundary, with three natural ponds that collect stormwater runoff. The Site’s existing topography consists of a high point near the center of the property, with slopes ranging from 1 percent to 5 percent to the east and west. Submittal Overview The applicant is requesting approval on the Filing No. 3 Final Plat and Final Construction Drawings, subject to the Approved “PD”- Planned Development District that was approved on 1/14/2025, along with the Overall Preliminary Plat that was approved on 4/7/2025. The Final Plat and Construction Documents serve to establish the lot dimensions, right-of-way dedication, setbacks and Public Infrastructure design necessary to serve the site. The Final Plat is consistent with the design standards, lot dimensions (mix of 50’ wide and 60’ wide lots) and lot count 160 Item 14. approved with the Planned Development Zoning as well as the Design Standards established by the City of Sanger. This submittal also stays consistent with the setbacks recently submitted with the PD Amendment, proposing a 5’ side setback and 20’ rear setback for the 50’ wide and 60’ Lots. The Final Construction Plans include all design details as required by the City of Sanger, including the General Notes and Plans, Overall Utility Plans, Over Lot Grading Plans, Street Plans and Profiles, Sanitary Sewer Plan and Profiles, Storm Sewer Plan and Profiles, Pond Plans and Details, and Construction Details. Legal Description BEING A 48.189 ACRE TRACT OF LAND (2,099,130 SQUARE FEET), SITUATED IN THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29, SITUATED IN THE CITY OF SANGER, DENTON COUNTY, TEXAS, AND BEING A PORTION OF THAT CERTAIN 202.49 ACRE TRACT OF LAND DESCRIBED IN A GENERAL WARRANTY DEED CONVEYED TO JST HOLDINGS 04 BUSINESS, LLC, A NEW MEXICO LIMITED LIABILITY COMPANY, RECORDED IN DOCUMENT NUMBER 2024-74411 OF THE OFFICIAL RECORDS OF DENTON COUNTY, TEXAS; SAID 48.189 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A MAG NAIL FOUND, BEING THE NORTHWESTERN CORNER OF SAID JST HOLDINGS 202.49 ACRE TRACT, BEING ON OR NEAR THE CENTERLINE OF LOIS ROAD EAST AND ON THE EASTERN RIGHT-OF-WAY LINE OF THE GULF COAST AND SANTA FE RAILROAD, (100' RIGHT-OF- WAY WIDTH), FOR THE NORTHWESTERN CORNER AND POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; THENCE, ALONG THE NORTHERN LINE OF SAID JST HOLDINGS 202.49 ACRE TRACT, DEPARTING THE EASTERN RIGHT-OF-WAY LINE OF SAID GULF COAST AND SANTA FE RAILROAD, AND ALONG OR NEAR THE CENTERLINE OF SAID LOIS ROAD EAST, S89°32'19”E, A DISTANCE OF 689.60 FEET TO A MAG NAIL SET, FOR A NORTHERN ANGLE CORNER OF THE HEREIN DESCRIBED TRACT; THENCE, CONTINUING ALONG SAID NORTHERN LINE OF JST HOLDINGS 202.49 ACRE TRACT AND ALONG OR NEAR SAID CENTERLINE OF LOIS ROAD EAST, S89°22'38”E, A DISTANCE OF 1420.42 FEET TO MAG NAIL SET, BEING THE SOUTHWESTERN CORNER OF A CALLED 1.798 ACRE TRACT DESCRIBED IN A DEED CONVEYED TO JODY ROBERT, RECORDED IN DOCUMENT NUMBER 2006- 17710 OF THE OFFICIAL RECORDS OF DENTON COUNTY, TEXAS, AND ALSO BEING IN THE WESTERN RIGHT-OF-WAY LINE OF MELTON ROAD (30' RIGHT-OF-WAY WIDTH); THENCE, CONTINUING ALONG SAID NORTHERN LINE OF JST HOLDINGS 202.49 ACRE TRACT AND ALONG OR NEAR SAID CENTERLINE OF LOIS ROAD, S89°07'42”E, A DISTANCE OF 453.34 FEET TO A MAG NAIL SET, BEING THE NORTHEASTERN CORNER OF SAID JST HOLDINGS 202.49 ACRE TRACT, AND ALSO BEING THE NORTHWESTERN CORNER OF A CALLED 15.00 ACRE TRACT DESCRIBED IN A DEED CONVEYED TO MILDRED E. HUNT, RECORDED IN DOCUMENT NUMBER 2019-5766 OF THE OFFICIAL RECORDS OF DENTON COUNTY, TEXAS,FOR THE NORTHEASTERN CORNER OF THE HEREIN DESCRIBED TRACT; 161 Item 14. THENCE, ALONG THE EASTERN LINE OF SAID JST HOLDINGS 202.49 ACRE TRACT, AND ALSO BEING THE WESTERN LINE OF SAID HUNT 15.00 ACRE TRACT, S01°11'12”W, A DISTANCE OF 40.00 FEET TO A CALCULATED POINT, FOR A NORTHEASTERN CORNER OF THE HEREIN DESCRIBED TRACT; THENCE, ALONG THE SOUTHERN RIGHT-OF-WAY LINE OF SAID LOIS ROAD, THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1. N89°07'42”W, A DISTANCE OF 453.04 FEET TO A CALCULATED POINT; 2. N89°22'38”W, A DISTANCE OF 81.66 FEET TO A CALCULATED POINT; THENCE, CROSSING THROUGH SAID JST HOLDINGS 202.49 ACRE TRACT, THE FOLLOWING THIRTY- FIVE (33) COURSES AND DISTANCES: 1. S45°54'17”W, A DISTANCE OF 20.33 FEET TO A CALCULATED POINT; 2. S01°11'12”W, A DISTANCE OF 701.61 FEET TO A CALCULATED POINT; 3. S43°48'48”E, A DISTANCE OF 18.38 FEET TO A CALCULATED POINT; 4. S01°11'12”W, A DISTANCE OF 50.00 FEET TO A CALCULATED POINT; 5. N88°48'48”W, A DISTANCE OF 736.00 FEET TO A CALCULATED POINT; 6. S46°11'12”W, A DISTANCE OF 18.38 FEET TO A CALCULATED POINT; 7. S01°11'12”W, A DISTANCE OF 12.00 FEET TO A CALCULATED POINT; 8. S88°48'48”E, A DISTANCE OF 120.00 FEET TO A CALCULATED POINT; 9. S01°11'12”W, A DISTANCE OF 302.71 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE RIGHT; 10. WITH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 1045.00 FEET, AN ARC LENGTH OF 198.49 FEET, A CENTRAL ANGLE OF 10°52'58”, A CHORD BEARING AND DISTANCE OF S06°37'41”W, 198.19 FEET TO A CALCULATED POINT; 11. N88°48'48”W, A DISTANCE OF 122.49 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE RIGHT; 12. WITH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 925.00 FEET, AN ARC LENGTH OF 252.99 FEET, A CENTRAL ANGLE OF 15°40'15”, A CHORD BEARING AND DISTANCE OF S21°20'15”W, 252.21 FEET TO A CALCULATED POINT; 13. S29°10'22”W, A DISTANCE OF 51.40 FEET TO A CALCULATED POINT; 14. S15°49'38”E, A DISTANCE OF 18.38 FEET TO A CALCULATED POINT; 15. S29°10'22”W, A DISTANCE OF 50.00 FEET TO A CALCULATED POINT, FOR THE SOUTHERNMOST CORNER OF THE HEREIN DESCRIBED TRACT; 16. N60°49'38”W, A DISTANCE OF 290.00 FEET TO A CALCULATED POINT; 17. S74°10'22”W, A DISTANCE OF 18.38 FEET TO A CALCULATED POINT; 18. N61°04'15”W, A DISTANCE OF 50.00 FEET TO A CALCULATED POINT; 19. N16°30'14”W, A DISTANCE OF 18.60 FEET TO A CALCULATED POINT; 20. N29°50'40”E, A DISTANCE OF 50.03 FEET TO A CALCULATED POINT; 21. N73°33’27”E, A DISTANCE OF 18.17 FEET TO A CALCULATED POINT; 22. N29°19’49”, A DISATNCE OF 4.26 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE 162 Item 14. TO THE LEFT; 23. WITH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 775.00 FEET, AN ARC LENGTH OF 2.93 FEET, A CENTRAL ANGLE OF 00°12'59”, A CHORD BEARING AND DISTANCE OF N29°03'52”E, 2.93 FEET TO A CALCULATED POINT, 24. WITH SAID CURVE TO THE LEFT, HAVING A RADIUS OF 845.00 FEET, AN ARC LENGTH OF 130.34 FEET, A CENTRAL ANGLE OF 08°50'16”, A CHORD BEARING AND DISTANCE OF N65°35'08”W, 130.21 FEET TO A CALCULATED POINT; 25. N15°32'17”E, A DISTANCE OF 241.45 FEET TO A CALCULATED POINT; 26. N05°43'32”E, A DISTANCE OF 281.10 FEET TO A CALCULATED POINT; 27. N00°40'28”E, A DISTANCE OF 50.96 FEET TO A CALCULATED POINT; 28. N88°48'48”W, A DISTANCE OF 127.72 FEET TO A CALCULATED POINT; 29. N01°11'12”E, A DISTANCE OF 12.00 FEET TO A CALCULATED POINT; 30. N88°48'48”W, A DISTANCE OF 50.00 FEET TO A CALCULATED POINT; 31. N43°48'48”W, A DISTANCE OF 18.38 FEET TO A CALCULATED POINT; 32. N88°48'48”W, A DISTANCE OF 34.56 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE LEFT; 33. WITH SAID CURVE TO THE LEFT, HAVING A RADIUS OF 125.00 FEET, AN ARC LENGTH OF 9.78 FEET, A CENTRAL ANGLE OF 04°29'03”, A CHORD BEARING AND DISTANCE OF S88°56'41”W, 9.78 FEET TO A CALCULATED POINT; 34. S86°42'09”W, A DISTANCE OF 94.19 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE RIGHT; 35. WITH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 175.00 FEET, AN ARC LENGTH OF 40.66 FEET, A CENTRAL ANGLE OF 13°18'42”, A CHORD BEARING AND DISTANCE OF N86°38'30”W, 40.57 FEET TO A CALCULATED POINT; 36. N79°59'09”W, A DISTANCE OF 394.52 FEET TO A CALCULATED POINT; 37. N10°00'51”E, A DISTANCE OF 75.00 FEET TO A CALCULATED POINT; 38. N79°59'09”W, A DISTANCE OF 165.00 FEET TO A CALCULATED POINT, BEING IN THE WESTERN LINE OF SAID JST HOLDINGS 202.49 ACRE TRACT, AND ALSO BEING IN THE EASTERN LINE OF SAID SANTA FE RAILROAD; THENCE, ALONG SAID EASTERN LINE OF JST HOLDINGS 202.49 ACRE TRACT AND ALONG SAID EASTERN LINE OF SANTA FE RAILROAD, N10°00'51”E, A DISTANCE OF 651.10 FEET TO THE POINT OF BEGINNING. CONTAINING 48.189 ACRES (2,099,130 SQUARE FEET), MORE OR LESS. SAVE & EXCEPT: BEING A 9.42 ACRE TRACT (410,335 SQUARE FEET) OF LAND, SITUATED IN THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29, SITUATED IN THE CITY OF SANGER, DENTON COUNTY, TEXAS, AND BEING A PORTION OF THAT CERTAIN 202.49 ACRE TRACT OF LAND DESCRIBED IN A GENERAL WARRANTY DEED CONVEYED TO JST HOLDINGS 04 BUSINESS, LLC, A NEW MEXICO LIMITED 163 Item 14. LIABILITY COMPANY, RECORDED IN DOCUMENT NUMBER 2024-74411 OF THE OFFICIAL RECORDS OF DENTON COUNTY, TEXAS; SAID 48.189 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 1/2 INCH IRON ROD WITH CAP STAMPED “ATWELL LLC” SET IN CONCRETE, BEING IN THE NORTHERN LINE OF SAID 202.49 ACRE TRACT AND ALSO BEING IN THE SOUTHERN RIGHT-OF-WAY LINE OF LOIS ROAD EAST, FOR THE NORTHWESTERN CORNER AND POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; THENCE, CONTINUING ALONG SAID NORTHERN LINE OF 202.49 ACRE TRACT AND SAID SOUTHERN RIGHT-OF-WAY LINE OF LOIS ROAD EAST, S89°22'38'E, A DISTANCE OF 551.33 FEET TO A CALCULATED POINT, FOR THE NORTHEASTERN CORNER OF THE HEREIN DESCRIBED TRACT; THENCE, CROSSING THROUGH SAID 202.49 ACRE TRACT, THE FOLLOWING FIVE (5) COURSES AND DISTANCES: 1. S44°05'43”E, A DISTANCE OF 20.68 FEET TO A CALCULATED POINT; 2. S01°11'12”W, A DISTANCE OF 700.74 FEET TO A CALCULATED POINT; 3. S46°11'12”E, A DISTANCE OF 18.38 FEET TO A CALCULATED POINT; 4. N88°48'48”W, A DISTANCE OF 553.00 FEET TO A CALCULATED POINT; 5. N01°11'12”E, A DISTANCE OF 722.86 FEET TO THE POINT OF BEGINNING. CONTAINING 9.42 ACRES (410,335 SQUARE FEET), MORE OR LESS. SUBJECT PARCEL NET ACREAGE: 38.769 ACRES (1,688,778 SQUARE FEET), MORE OR LESS. 164 Item 14. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 5/1/25 1st REVIEW COMMENTS – Final Plat – Lois Road Estates Subdivision Filing No. 1 The request is for a Final Plat of Lois Road Estates Ph 1, being approximately 38.769 acres in the A0029A R. BEBEE, TR 107, prepared by Atwell, submitted on 2/28/25. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following; 1. Property owner information doesn’t match Denton Central Appraisal District. Provide proof of ownership. 2. Utility easements should be a minimum of 15’. 3. In title block show total number of 50’ lots, and total number of 60’ lots for this phase. 4. Describe and locate all permanent survey monument, pins, and control points and tie and reference the survey corners at two points to the Texas State Plane Coordinate System North Central Zone 1983-1999 datum. The Point of Beginning shall be clearly marked including State Plan Coordinates NAD 83. 5. An accurate location of the subdivision in reference to the deed records of the county which shall include volume and pages of the deed of the property to be subdivided. 6. In title box list plat type (Final Plat) 7. In title box call out right-of-way acreage to be dedicated. 8. Location map has a black box over it. 9. Legal description acreage doesn’t match acreage in title block. Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, June 9, 2025, and the City Council meeting on Monday, July 7, 2025. 165 Item 14. June 3, 2025 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Lois Road Estates Filing 1&2 Construction Plans Review #2 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Phase 1 Construction Plans for Lois Road Estates. The submittal was prepared by Atwell and was received on May 19th, 2025. General Comments 1. Please address comments on attached markups and provide annotated responses on markups. Please note, all comments may not be written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. 2. Please note additional comments may be provided in subsequent reviews once additional data/responses is received. Hydrology and Hydraulics 1. Please provide profiles for Runs 19 and 20 for storm sewer pipes. See sheets 146 and 147 “Storm Sewer Plan & Profiles Run 19” and “Storm Sewer Plan & Profiles Run 20“. Response: These profiles have been corrected to display. Halff Review: Run 20 has been updated, please provide profile for Run 19. Halff Review 2: Runs 19 and 20 plan and profiles are not in the current phase of the project. Please note that phases including these areas will not be approved until these comments are addressed. Halff Construction Plan Review 2: Comment will move to Filing 4 because it is not located within the area of this submittal. 2. Please provide pipe slopes and dimensions for the profiles in Runs 31 and 32 for storm sewer pipes. See sheets 159 and 160 “Storm Sewer Plan & Profiles Run 31” and “Storm Sewer Plan & Profiles Run 32“. Response: Pipe sizes and slopes have been added to the profile Halff Review: Addressed 3. Pipe on north side of site appears to discharge into a separate system than every other pipe in design and does not appear to discharge into detention pond. Please provide more detail on where this pipe outfalls and provide supporting calculations to show that discharges are not increasing from existing to proposed conditions and/or no negative impacts occur. See sheet 5 “Overall Utility Plans Overall”. Response: This pipe is existing and will be demolished. The style has been changed and a label has been added to the plan Halff Review: Style unchanged on existing pipe on sheet 5. Please revise. Halff Review 2: Addressed 166 Item 14. Ms. Ramie Hammonds June 3, 2025 Page 2 of 4 4. Pipe on sheet 127 “Storm Sewer Plan & Profiles Run 1” has no upstream connection. Please revise such that it is connected to the rest of the storm sewer system Response: The upstream pipe has been added to the profile view Halff Review: Addressed 5. Please provide existing and proposed drainage area map(s) and calculations. Submittal will need to show that no increases in discharges occurs between existing and proposed conditions. Halff Review: Addressed 6. Please provide hydraulic grade line calculations and profiles for all storm sewer profiles. Response: Existing and proposed drainage maps have been added to the plan set Halff Review: Please provide HGL for Run 15. See Sheet 152 “Storm Sewer Plan & Profiles Run 15” Halff Review 2: Run 15 plan and profile has been removed from current plan sheet. Please note that Phases including these areas will not be approved until these comments are addressed. Halff Construction Plan Review 2: Comment will move to Filing 3 because it is not located within the area of this submittal. 7. Please provide pipe velocities and calculations for all storm pipes. Response: Hydraulic calculations have been added to the plan set Halff Review: Please provide calculations for Runs 1 and 33. Please see sheets 174 and 175. Halff Review 2: Previous comment was not addressed. Please provide calculations for Runs 1 and 33. Please see sheets 81 and 82. Halff Construction Plan Review 2: Addressed 8. Please provide inlet calculation sheets. Also please show inlet length and type on plan view in sheets. Response: Inlet calculations calculations have been added to the plan set Halff Review: Addressed 9. Please provide easements for storm sewer and detention ponds per § 10.106(d)(10)(E) Response: Easements for storm sewer and drainage facilities have been added to the plan and plat Halff Review: Addressed 10. Please provide calculations showing that detention pond will drain within 24 hours per § 10.106(d)(10)(F). Response: Pond drainage calculations have been added to the pond plan Sheets Halff Review: Addressed 11. Please provide emergency spillway for ponds A, B, and C. Response: Emergency spillways have been added to ponds A, B and C Halff Review: Addressed 12. Ponds have 1-foot of freeboard, but do not account for sediment storage. Please provide 2 feet of sediment storage for the 100-year storm per § 10.106(d)(10)(A). Response: Pond design has been revised to have adequate freeboard and sediment storage. Halff Review: Addressed 13. Please provide pond bottom slope per ordinance § 10.106(d)(10)(C). Response: Pond slopes have been added to the pond plans Halff Review: Addressed 167 Item 14. Ms. Ramie Hammonds June 3, 2025 Page 3 of 4 14. For ponds A, B and C, please provide HY8 models used for culvert calculations. Response: HY8 model calculations and results have been added to the pond Plans Halff Review: Addressed 15. Please provide longest flow paths and time of concentration calculations used for calculating time of concentration for each pond. Response: Flow path and Tc calculations have been added to the pond plan sheets Halff Review: Addressed 16. Pond D: a. Please provide emergency spillway weir and orifice elevations along pond D . Response: Emergency spillway weir and orifice elevation have been added to Pond D plans Halff Review: Addressed b. Please provide flow master model used for spillway and orifice calculations. Response: Spillway and orifice calculations have been added to the pond plan sheets Halff Review: Addressed c. Worksheet shows velocity of 10.35 ft/s leaving pond. Please include design for energy dissipation downstream of this structure or revise design. See § 10.106(d)(6)(B)(iii) Response: Energy dissipation has been added to the pond design Halff Review: Addressed d. GVF Output Data lists velocity as “Infinity ft/s”. Please revise. See sheet 164 “Pond D Plan and Details”. Response: Velocities have been recalculated and revised on the plans. Halff Review: Addressed 17. Please note that an Environmental Assessment will be needed on the 3 existing ponds on this site to determine impact of proposed development on wetlands. See Section 404 of Clean Water Act. See sheet 4 “General Notes & Plans, Existing Conditions.” Response: Comment noted. The Environmental Assessment is in process and will be provided upon completion. Halff Review: Addressed 2nd Review Additional Comments: 18. Design HGL less than pipe invert in lateral line calculations. Please see sheets 176 and 177. Please revise. Halff Review: Previous comment was not addressed. Please check Design HGL calculations on Sheets 83 and 84. Halff Construction Plan Review 2: Calculations for laterals not provided. Please provide calculations for Lateral lines. Final Plat First Review Comments: 19. Pipe drains unmitigated off site. Please see Sheet 68: “Storm Sewer Plan & Profiles Run 4” Please note that even if the entire site plan was approved, each phase needs to meet Sanger requirements as well. Please provide interim design to mitigate discharges. 168 Item 14. Ms. Ramie Hammonds June 3, 2025 Page 4 of 4 Halff Construction Plan Review 2: Addressed Construction Plan Review #2 Comments: 20. Proposed contours suggest that overland flow will runoff offsite unmitigated until next phase. Please see sheet 21 “Overall Grading Area-07”. Please update plans so that the flow does not increase off developed area. If you have any questions or need additional information, please do not hesitate to call me at (214) 937- 3954. Sincerely, HALFF TBPELS Firm No. 312 Randall Peterman, PE, CFM, ENV SP 169 Item 14. 1 June 03, 2025 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Lois Road Estates Filing No. 1 Final Plat and No. 1 & 2 Construction Plans - Review #2 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Final Plat Filing No. 1 and Filings No. 1 & 2 Construction Plans for Lois Road Estates. The submittal was prepared by Atwell, LLC. and was received May 19, 2025. We have completed our review and offer the following comments: Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. Please address all Hydrology and Hydraulics comments provided in a separate letter. Final Plat Comments 1. Clearly indicate the Point of Beginning on the plat per Ordinance § 10.104(d)(10)(D) Response: The Point of Beginning has been shown on the plat per the ordinance. 2nd Review: Addressed 2. Show centerline of existing street. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline per §10.104(d)(10)(H)(iv) Response: The plat has been revised to show requested centerlines and dimensions. 2nd Review: Addressed 3. Show the City limit lines per ordinance § 10.104(d)(10)(Q). Response: The City limits are now shown on the plat. 2nd Review: Addressed 4. Please clearly label all the tracts referred to in the final plat. Response: Tract labels have been clearly labeled on the plat. 2nd Review: Addressed 5. Provide 3" x 3" recording box at the lower right-hand corner per §10.104(d)(10)(N) Response: This has been implemented and shown on the cover sheet (page 1). 2nd Review: Provide Recording Box for all sheets 170 Item 14. 2 6. Provide easement for utilities through Tract C Response: An easement has been added to Tract C. 2nd Review: Please provide easements for Utilities in Tract C 7. 2nd Review: Provide ROW acreage in title block on all sheets per §10.104(d)(10)(O)(vi) 8. 2nd Review: Please update block numbers to ensure consistency with plans and overall utility layouts. 9. 2nd Review: Please show pond A layout and easement as part of Filing 1 plat 10. 2nd Review: Review and update drainage easements on Filing 1 plat to match updated grading sheets. General Notes and Street Sections Comments 1. The geotechnical report previously provided does not state pavement thickness, bar sizes and concrete strength. Please confirm that Ordinance § 10.106(b) Street Paving - Concrete requirements are met Response: The Client is working with the geotechnical engineer to provide pavement design. It will be provided as soon as available. 2nd Review: Understood. Please provide and update pavement sections per Geotechnical Report once completed. Overall Utility Layout Comments 1. Provide interim conditions until future phases are developed for Storm Drain outfall on Bexar St Response: The storm sewer system has been revised to extend to pond "A" in the interim condition. 2nd Review: Addressed 2. Dedicate utility easements for storm drain and sanitary sewer utilities through Tract C Response: Utilities have been added. These are now labeled on sheet 8 and has been added to the plat. 2nd Review: Easement not shown on final plat 3. Verify that there is an existing easement for outfalls through Railroad ROW Response: This culvert is existing and does not have an easement. 2nd Review: Addressed 4. Please ensure all fire hydrants within the subdivision do not exceed a maximum of 500 ft along the fire apparatus access roadways/fire lane per § 5.701(b) Response: Fire hydrant locations have been revised to meet this requirement. 2nd Review: Addressed 5. Show sewer and water services to individual lots Response: Individual services have been added to each lot. 2nd Review: Please avoid keeping water and sewer services on top of one another 171 Item 14. 3 Grading Plan Comments 1. Show grayed out storm drain layout in grading plans Response: The storm has been turned on and grayed out on the grading plans. 2nd Review: Addressed 2. Provide more proposed contours labels for clarity Response: Additional contour labels have been added per comment. 2nd Review: Addressed 3. Surface runoff from residential lots shall cross no more than one additional lot before being directed toward the street or a dedicated drainage system. When the flow reaches the second lot, side lot swales shall be in place to direct the flows to the street or to a dedicated city drainage system within an easement in the rear yard. Furthermore, no more than one lot may drain to a second lot before the flow is directed to a street or to a dedicated city drainage system. Where lot to lot drainage occurs, the lot lines shall be aligned, and a dedicated private drainage easement shall be provided per Ordinance § 10.106(d)(12) Grading and Drainage. Please address grading per Ordinance § 10.106(d)(12). Current grading sheet flows water through more than one lot and per ordinance § 10.106(d)(12), drainage easements are only accepted in the rear yard not the side swales. Ensure that rear yards grades are limited to a maximum of 4:1 to allow use of lawn mowers and avoid sending flows offsite from the development. Incorporate retaining walls to contain flows on individual lots and direct flows to storm systems through side swales. Response: The current lot grading meets the intent of this rule as the equivalent of only one (1) Type “B” lot will drain through the adjoining lot’s side lot swale. Response (rev 5/29/25): Lot grading has been revised in the areas where Type B lots abut Type A lots. At the direction of the City, swales have been added at the back of the upstream lots to direct drainage to the lot lines of the downstream lots. 2nd Review: Sheet flow runoff from lots has been addressed. Please ensure that slopes are limited to a maximum slope of 4:1 on lots adjacent to Tract C. 4. Clarify intention for steep side lot grades, is the intent to construct exposed foundations? Response: The grading in this area has been revised to be limited to 4:1 max. 2nd Review: Addressed 5. Provide cross sections for channels in the interim conditions showing 1ft freeboard and ensure 0.5% slope through channel per § 10.106(d)(9) Channels. Response: Cross sections for the channel has been added per your request. 2nd Review: Addressed 6. 2nd Review: Please provide legend for retaining walls and clarify elevations shown. 7. 2nd Review: Please ensure that rear yards of lots south of Bastrop Street drain effectively. Paving Plan and Profile Comments 1. Label all curb inlets and provide flow arrows depicting proposed drainage direction on paving plans 172 Item 14. 4 Response: Labels for curb inlets have been added per your request. 2nd Review: Please label inlets on Wood Ln 2. Please revise and update K-value and curve lengths for all vertical curves to meet the requirements of Table 4-12: Minimum K and L as a Function of A of the TxDOT Roadway Design Manual Response: K-Values have been updated per your request. 2nd Review: Please update K-value and length of curve per Table 4-12 on STA 11+81.03 Lois Road 3. Please provide passing spaces that are 60 inches by 60 inches every 200ft for 4 ft wide sidewalks to meet ADA requirements Response: These sidewalks are within public right-of-way where ADA guidelines do not apply. PROWAG are the applicable standards in this scenario, and therefore shall be adhered to. The requested 60"x60" passing zones are not required under PROWAG. 2nd Review: Please refer to R302.3 of PROWAG that states, “Where the clear width of pedestrian access routes is less than 60 inches (1525 mm), passing spaces shall be provided at intervals of 200 feet (61 m) maximum. Passing spaces shall be 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum. Passing spaces and pedestrian access routes are permitted to overlap.” 4. show valley gutters if any on the knuckles and provide elevations to confirm drainage Response: Valley gutters are not needed as drainage flows to and around the curb and gutter. Please refer to the profiles below for curb flowline grades and elevations. 2nd Review: Addressed 5. Please label slopes before and after match lines Response: The requested slope labels have been added. 2nd Review: Addressed Sanitary Sewer Plan and Profile Comments 1. Ensure that horizontal separation between water and wastewater is atleast 9 ft in all directions to meet TCEQ minimum horizontal separation requirements on Wood Lane Response: Horizontal separations have been revised to meet the 9’ minimum. 2nd Review: Addressed 2. In those cases where horizontal curvature must be utilized to serve a particular area, the minimum radius of curvature shall be one hundred feet (100') per § 10.106(f)(1)(D)(i). Please label all curved sewer pipes and ensure they meet the minimum requirements Response: The curved sewer pipe has been labeled with a radius of at or greater than 100’. 2nd Review: Addressed 3. Provide easements for sanitary sewer where necessary as shown in the markups Response: Easements have been added as requested. 2nd Review: Please refer to plat comments 173 Item 14. 5 4. Show crossings with other utilities for example storm drains and water lines and maintain 2 ft vertical clearances Response: Vertical clearances have been added and updated. 2nd Review: Please refer to plan markups 5. Please show sewer services to individual lots Response: Sewer services have been added to individual lots. 2nd Review: Please refer to overall utility layout comments 6. 2nd Review: Why is a 12" PVC feeding into an 8" PVC and then a 15" PVC on the intersection of Wood Ln and Warton St? Please upsize 8" to either 12" or 15" PVC on Run 5 Drainage Area and Hydraulic Computations Comments 1. Provide existing and proposed drainage area maps Response: Existing and proposed drainage maps have been added as requested. 2nd Review: Please update proposed drainage area map per updated grading plans and provide drainage areas at a scale smaller than 750 for easier visibility 2. Turn on storm drain layout on proposed drainage area maps along with proposed grading to verify proposed drainage areas Response: The storm layout is shown on the drainage maps as requested. 2nd Review: Addressed 3. Tabulate results of inlet calculations and hydraulic computations for proposed storm systems and provide depth of flow at inlet openings column on all inlet calculations Response: Hydraulic calcs have been updated as requested. 2nd Review: Provide Hydraulic calculations for laterals and ensure Maximum velocity in the pipe shall not exceed 12 feet per second per § 10.106(d)(6)(B)(ii) 4. 2nd Review: Please provide legend to define parameters and update C factors per §10.106(d)(2)(D)(i) 5. 2nd Review: Ensure numbers in existing drainage area match with existing drainage area calculations table Storm Sewer Plan and Profile Comments 1. Provide flow boxes showing flows, pipe capacity, friction slope, velocity and velocity head for each pipe segment. Specify partial flow segments as well Response: Flow boxes have been added as requested. 2nd Review: Provide flow table for Run 3-2 2. Provide flow lines every 50ft on the storm profiles Response: Flow lines have been added at 50’ intervals as requested. 2nd Review: Repeat Comment. Provide flow lines every 50ft on the storm profiles 3. Provide profiles for all storm laterals and ensure that flow boxes are included on the profiles and HGL shall be not less than 1ft from the existing surface 174 Item 14. 6 Response: Storm laterals have been added to the plan set as requested. 2nd Review: Addressed 4. The minimum velocities in conduit shall be 2.5 feet per second and the Maximum velocity in the pipe shall not exceed 12 feet per second in all storm drain pipe segments per §10.106(d)(6)(B) Response: Velocities have been shown and meet minimum and maximum criteria. 2nd Review: Please review and revise pipe segments that do not meet the velocity requirements. Requirements can be achieved through combining drainage areas or increasing slopes as needed. 5. show outfall structures along with energy dissipators in the storm profiles Response: Energy dissipation calculations have been added to the set as requested. 2nd Review: Addressed 6. show storm laterals in profile view clearly Response: Storm laterals have been added to the plan set as requested. 2nd Review: Please show the laterals in the profile view per markup comments 7. Please show and account for minor losses in the HGL through system Response: HGLs have been updated to account for minor losses. 2nd Review: Minor losses are supposed to happen at the bends, junction boxes, wyes and inlets as opposed to in the middle of the pipe segments. Please revise HGL's and hydraulic calculations accordingly 8. Please avoid using curb inlets as manholes. Revise storm alignments and eliminate curb inlets from main lines Response: Storm alignments have been updated to remove inlets as junctions as requested. 2nd Review: Addressed 9. Please verify basis of all starting WSEL's and ensure consistency with pond WSEL's. Recommend using the higher of either pond WSEL or top of pipe for hydraulic calculations Response: Hydraulic calculations have been updated as requested. 2nd Review: Addressed 10. Please show headwater and tail water for culvert across Lois Road and provide energy dissipators at outfall Response: Headwater has been shown. We are working to obtain the tailwater depth in the receiving ditch. 2nd Review: Understood. Please provide tailwater depth in the receiving ditch when information is available. 11. Show all water and sewer line crossings with storm drain and ensure 2ft minimum vertical clearance is observed Response: Crossings have been added and shown as requested. 2nd Review: Please review all crossings per markups and show utility crossings for all laterals 12. Please check all junction box configurations and ensure that proposed pipes will fit in proposed junction boxes depending on alignments. Response: Junction boxes have been updated to ensure pipes will fit. 175 Item 14. 7 2nd Review: 54" storm can not fit into 48" box on Run 3-2. Please update accordingly 13. 2nd Review: The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per § 10.106(d)(6)(D)(ii) 14. 2nd Review: Please provide storm drain pipe sizes and grade labels 15. 2nd Review: Where does the 24" lateral close to the intersection of Lois Rd and Jack St flow to if its flow line is lower than that of the junction box that eventually outfalls into the pond? 16. 2nd Review: Minimum sizes of laterals shall be 18 inches for use with 5-foot inlets, 21-inch laterals with 10-foot, 15 foot, and drop inlets and 24-inch laterals for 20-foot inlets per § 10.106(d)(5)(C) 17. 2nd Review: Provide HGL's for all laterals to confirm there is no surcharge at inlets 18. 2nd Review: Provide flow boxes for all laterals Pond Comments 1. Provide an access ramp or a 10ft recovery ledge at 2% slope around all ponds to facilitate maintenance requirements stipulated in § 10.106(d)(10)(H) Response: Access ramps have been added as requested. 2nd Review: Addressed 2. Provide Pond cross sections and ensure 2ft sediment storage and 1 ft freeboard requirements are met Response: Pond cross sections have been added as requested. 2nd Review: WSE elevation for pond A IS 696.49ft and top of pond is 699 which translates to 2.5 ft difference, please confirm that the 3ft required for both sediment storage and freeboard are met. If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7498. Sincerely, Samson Lotigo, PE HALFF Firm No. 0312 Attachments: Final Plat and Construction Plan markups 176 Item 14. SITE LO I S R O A D E S T A T E S S U B D I V I S I O N 15 5 R E S I D E N T I A L L O T S - 6 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 38 . 7 6 9 A C R E S - 1 , 6 8 8 , 7 7 8 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 1 SHEET OF 5 BEING 38.769 ACRES OF LAND (1,688,778 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 1 ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” “” ” ” ” ” ” ’ ‘ “ ’ 01 Verify southeastern? verify Verify Please specify what this description is for. Provide ROW acreage in title block per §10.104(d)(10)(O)(vi) 177 Item 14. •• Δ Δ Δ Δ LO I S R O A D E S T A T E S S U B D I V I S I O N 15 5 R E S I D E N T I A L L O T S - 6 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 38 . 7 6 9 A C R E S - 1 , 6 8 8 , 7 7 8 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 1 SHEET OF 5 BEING 38.769 ACRES OF LAND (1,688,778 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 1 02 Block numbers not consistent with previous submittals and overall utility layouts show pond in the plat as part of phase 1 178 Item 14. Δ //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 15 5 R E S I D E N T I A L L O T S - 6 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 38 . 7 6 9 A C R E S - 1 , 6 8 8 , 7 7 8 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 1 SHEET OF 5 BEING 38.769 ACRES OF LAND (1,688,778 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 1 03 Provide easement for utilities through Tract C Update drainage easements per updated grading sheets 179 Item 14. //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 15 5 R E S I D E N T I A L L O T S - 6 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 38 . 7 6 9 A C R E S - 1 , 6 8 8 , 7 7 8 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 1 SHEET OF 5 BEING 38.769 ACRES OF LAND (1,688,778 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 1 04 180 Item 14. Δ Δ //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 15 5 R E S I D E N T I A L L O T S - 6 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 38 . 7 6 9 A C R E S - 1 , 6 8 8 , 7 7 8 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 1 SHEET OF 5 BEING 38.769 ACRES OF LAND (1,688,778 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 1 05 181 Item 14. SITE LOIS ROAD ESTATES - FILING NOS. 1 & 2 SITUATED IN THE CITY OF SANGER, COUNTY OF DENTON, STATE OF TEXAS CONSTRUCTION PLANS R Callbefore you dig. below.Know what's ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ”” ” ”” ” ” ” ” ” ” ” ” ” ” ”” ”” ” ” ” ” ” ” ” ” ”” ” ”” ” ” ” ” “” ” ” ” ” ” Please refer to Filing No. 1 Plat comments 182 Item 14. R Callbefore you dig. below.Know what's ” ” ” ” ”” ” ”” ” ” ” ” ” ” ” ” ”” ”” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ”” ” ” ” ”” ”” ” ”” “” ” 183 Item 14. R Callbefore you dig. below.Know what's 184 Item 14. ////////////////// ///////////////////// //////////////////////////////////////////////// /// /// ////// /// /// /// /// /// //////////////////////////////////////////////////////////////////////////////////// /// /// /// ///••• ///////// //////////// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OH US L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 202.69 ACRES STC GROUP MILLER, LLC DOC. NO. 2021-195695 O.R.D.C.T. 202.45 ACRES 8,818,876 SQ. FT. CALLED 15.00 ACRES MILDRED E. HUNT DOC. NO. 2019-5766 O.R.D.C.T. LOT 1 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 2 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 3 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 4 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. COSERV ELECTRIC EASEMENT DOC. NO. 2022-68384 R.P.R.D.C.T. STONE RETAINING WALL 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 W W W W ALL IN PROPERTIES LLC PNKT1 LLC PNKT1 LLC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 185 Item 14. ////////////////// ///////////////////// //////////////////////////////////////////////// /// /// ////// /// /// /// /// /// //////////////////////////////////////////////////////////////////////////////////// /// /// /// ///••• ////// /////////////// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OH US L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L 15' PUBLIC UTILITY EASEMENT DOC. NO. 2022-196 P.R.D.C.T. R Callbefore you dig. below.Know what's 186 Item 14. S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L R Callbefore you dig. below.Know what's //////////////////////////////////// /// 187 Item 14. /// /// ///////////////////////////////////////////// ///////// ///////// /// /// /// /// /// /// /// /// //////////// ///////// ///////// /////////////////////////////////////// X X X X XXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L R Callbefore you dig. below.Know what's //////////////////////////////////// /// Please avoid keeping water and sewer services on top of one another 188 Item 14. /// ////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////// /// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHU OHUOHU OHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OH U OH U OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L R Callbefore you dig. below.Know what's //////////////////////////////////// /// Easement not shown on plat Water service can not go through sewer manhole 189 Item 14. ///////////////////////////////////////////////////////// /// /// /// /// ////// ////// /// ////// ////// /// /// /// /// /// /// /// /// /// /// /// /// //////////////////////// /////////////// ///////// ///////////////////// ////// /// /// /// ////// /// /// ••••••••••• /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OHU OHU OHU OHU OHU OH U OH U OHU OH U OH U OH U OH U OH U OH U S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L R Callbefore you dig. below.Know what's //////////////////////////////////// /// 190 Item 14. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R Callbefore you dig. below.Know what's //////////////////////////////////// /// Avoid conflicts with manholes and inlets 191 Item 14. R Callbefore you dig. below.Know what's //////////////////////////////////// /// Avoid conflicts 192 Item 14. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R Callbefore you dig. below.Know what's //////////////////////////////////// /// 193 Item 14. R Callbefore you dig. below.Know what's //////////////////////////////////// /// 194 Item 14. ////////////////// ///////////////////// //////////////////////////////////////////////// /// /// ////// /// /// /// /// /// //////////////////////////////////////////////////////////////////////////////////// /// /// /// ///••• ///////// //////////// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OH US L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 PONDPOND POND CALLED 202.69 ACRES STC GROUP MILLER, LLC DOC. NO. 2021-195695 O.R.D.C.T. 202.45 ACRES 8,818,876 SQ. FT. GU L F - C O L O R A D O A N D S A N T A F E R A I L R O A D CALLED 15.00 ACRES MILDRED E. HUNT DOC. NO. 2019-5766 O.R.D.C.T. LOT 1 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 2 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 3 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 4 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 39 STONE RETAINING WALL 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 W W W W ALL IN PROPERTIES LLC PNKT1 LLC PNKT1 LLC R Callbefore you dig. below.Know what's Update sheet numbers accordingly 195 Item 14. /// /// ///////////////////////////////////////////////////////// ///////// ////////////////////////////// /// /// /// /// /// //////////////////////////////////// /////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L FILING 1 FI L I N G 1 FI L I N G 1 FI L I N G 1 FI L I N G 2 FILING 2 FILING 1 FILING 1 FILING 1 FILING 1 R Callbefore you dig. below.Know what's //////////////////////////////////// /// 196 Item 14. ///////////////////////////////////////////// ////////////////// ///////////////////////////////////////////////////////////////////////////////////////////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHU OHUOHU OHUOHU OHU OHU OH U OH U OHU OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L FILING 1 FILING 1 FILING 1 FILING 1 FILING 1 FI L I N G 1 FI L I N G 1 FI L I N G 1 FILING 1 R Callbefore you dig. below.Know what's //////////////////////////////////// /// 8'-5" 6'-2" Please ensure that maximum slopes are limited to 25% Please provide legend for retaining wall. Are these wall elevations ? 197 Item 14. ////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// ////// /// ////// ////// ////// /// ////// /// /// /// /// /// /// /// ////// /// /// //////////////////////////////////// ///////// ///////// //////////// ////// ////////////////// /// /// /// ////// /// /// /// ////// /// /// •••••••••• /// /// /// /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U OHU OHU OH U OH U OH U OH U S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L FILING 1 FILING 1 FI L I N G 1 R Callbefore you dig. below.Know what's //////////////////////////////////// /// 198 Item 14. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FI L I N G 2 FILING 2 FILING 2 FILING 2 FILING 2 FI L I N G 2 FILING 2 FILING 2 R Callbefore you dig. below.Know what's //////////////////////////////////// /// 199 Item 14. FI L I N G 1 FI L I N G 1 FI L I N G 1 FI L I N G 1 FI L I N G 2 FI L I N G 2 FILING 1 FILI N G 2 R Callbefore you dig. below.Know what's //////////////////////////////////// /// 200 Item 14. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FILING 2 FILING 2 FILING 2 R Callbefore you dig. below.Know what's //////////////////////////////////// /// A-A where does this backyard drain? 201 Item 14. FI L I N G 2 FI L I N G 2 FI L I N G 2 R Callbefore you dig. below.Know what's //////////////////////////////////// /// A-A Please ensure most of these backyards drain 202 Item 14. /// ////////////////////////////////////////////////////// /////////////////////////////////////////////////// //////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////// ///////// ///////// //////////////////////////////////// OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHU OHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L Know what's below. before you dig.Call R //////////////////////////////////// /// STONE RETAINING WALL LOIS ROAD FLOWLINE PROFILE Please show cross slope transition from 2% to 1% and back to 2% Vertical curve not required where difference in grades is less than 1% Please update vertical curves to comply with requirements of Table 4-12: Minimum K and L as a Function of A of the TxDOT Roadway Design Manual 203 Item 14. ////////////////////////////////////////// /////////////////////////////////////////////////////////////// /// /// /// /// /// ////// ////// ////// /// ////// /// /// /// /// /// /// /// /// /////////////////////////// /////////////// ////////////////////////////////////////////////////// /// /////////////// ////// /// /// ////// /// /// /// ••••••• /// /// /// /// OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U OH U OH U OHU OH U OH U OH U OH U OHU OH U OH U OH U OH U S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L Know what's below. before you dig.Call R //////////////////////////////////// /// STONE RETAINING WALL LOIS ROAD FLOWLINE PROFILE 204 Item 14. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OHU OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L Know what's below. before you dig.Call R //////////////////////////////////// /// TRAVIS DR 205 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// TRAVIS DR 206 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// BEXAR ST 207 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// BEXAR ST 208 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// BEXAR ST 209 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// AUSTIN LN show strip grades on all streets 210 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// AUSTIN LN 211 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// COLLIN DR 212 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// BASTROP ST 213 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// BASTROP ST 214 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// WOOD LN 215 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// WOOD LN 216 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// WOOD LN. Label inlets 217 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// POTTER ST 218 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// YOAKUM ST 219 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// WARTON ST 220 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// WARTON ST 221 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// TERRELL ST 222 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// HUNTER DR 223 Item 14. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// OHU OH U OHU OHU OHU OHU OHU OHU S L S L S L S L S L S L S L S L S L Know what's below. before you dig.Call R //////////////////////////////////// /// JACK ST 224 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// FIELD ST Phases do not match 225 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// KNUCKLE BASTROP ST - WOOD LN KNUCKLE WOOD LN - WOOD LN. 226 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// KNUCKLE WOOD LN. - WARTON ST 227 Item 14. S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S ∅ ∅ ∅ ∅ RUN 1-1 Know what's below. before you dig.Call R //////////////////////////////////// /// 228 Item 14. /// /// ///////////////////// /// /// /// /// /// /// /// /// /////////////////////////// OHU OHU OHU OHU L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L ∅ ∅ ∅ ∅ RUN 1-2 Know what's below. before you dig.Call R //////////////////////////////////// /// 229 Item 14. ∅ ∅ ∅ ∅ ∅ ∅ RUN 2 Know what's below. before you dig.Call R //////////////////////////////////// /// show utility crossing and maintain 2ft vertical clearance 230 Item 14. ∅ ∅ ∅ RUN 3 Know what's below. before you dig.Call R //////////////////////////////////// /// Please verify that the minimum radius of curvature shall be one hundred feet (100') per § 10.106(f)(1)(D)(i) 231 Item 14. ∅ ∅ ∅ RUN 4 Know what's below. before you dig.Call R //////////////////////////////////// /// 232 Item 14. ∅ ∅ ∅ ∅ ∅ ∅ RUN 5 Know what's below. before you dig.Call R //////////////////////////////////// /// Why is a 12" PVC feeding into an 8" PVC and then a 15" PVC? Please upsize 8" to either 12" or 15" PVC on Run 5 Why is a 12" PVC feeding into an 8" PVC and then a 15" PVC? Please upsize 8" to either 12" or 15" PVC on Run 5 233 Item 14. ∅ ∅ ∅ ∅ RUN 6-1 Know what's below. before you dig.Call R //////////////////////////////////// /// 234 Item 14. ∅ ∅ RUN 6-2 Know what's below. before you dig.Call R //////////////////////////////////// /// Please enusre there is atleast 0.1ft between inflow and outflow flow lines 235 Item 14. ∅ ∅ ∅ RUN 7-1 Know what's below. before you dig.Call R //////////////////////////////////// /// 236 Item 14. ∅ ∅ ∅ RUN 7-2 Know what's below. before you dig.Call R //////////////////////////////////// /// show utility crossing and maintain 2ft vertical clearance 237 Item 14. ∅ ∅ ∅ ∅ ∅ ∅ RUN 8 Know what's below. before you dig.Call R //////////////////////////////////// /// 238 Item 14. ∅ ∅ ∅ ∅ RUN 9 Know what's below. before you dig.Call R //////////////////////////////////// /// 239 Item 14. ∅ ∅ ∅ RUN 10 Know what's below. before you dig.Call R //////////////////////////////////// /// 240 Item 14. ∅ ∅ ∅ ∅ RUN 11-1 Know what's below. before you dig.Call R //////////////////////////////////// /// 241 Item 14. ∅ ∅ RUN 11-2 Know what's below. before you dig.Call R //////////////////////////////////// /// 242 Item 14. ∅ ∅ ∅ ∅ RUN 12-1 Know what's below. before you dig.Call R //////////////////////////////////// /// 243 Item 14. ∅ ∅ RUN 12-2 Know what's below. before you dig.Call R //////////////////////////////////// /// Please confirm outflow and inflow flow lines. Outflow cannot be higher than inflow 244 Item 14. ∅ ∅ RUN 13 Know what's below. before you dig.Call R //////////////////////////////////// /// Please confirm outflow and inflow flow lines. Outflow cannot be higher than inflow 245 Item 14. /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /////////////////////////////////////// /////////////// //////////////////////////////////////////////////////////////////////// /// /// /// /// OHU OHUOHUOHU OHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHUOHU OHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHU OHU OH U OHU OHU OH U OH U OHU OHU OHU OH U OHU OHU OH U OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L RUN 1 Know what's below. before you dig.Call R //////////////////////////////////// /// RUN 34 The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per § 10.106(d)(6)(D)(ii) Please provide storm drain pipe sizes and grade labels Rectify junction box and lateral show laterals in profile view Label junction box Please review and revise HGL The minimum velocities in conduit shall be 2.5 feet per second per § 10.106(d)(6)(B)(i) Please provide flow lines every 50ft for all profiles show HGL for lateral Recommend wye-ing in inlet if flow line into junction box is lower and can not effectively out fall into pond Where does the 24" lateral flow to if its flow line is lower than that of the junction box that eventually outfalls into the pond? 246 Item 14. ///////////////////////////////////////////////////////// //////////// ////////////////////////////////////////////////////////////////// /// OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHU OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L Know what's below. before you dig.Call R //////////////////////////////////// /// RUN 1-1 Label lateral Please review HGL minor losses 247 Item 14. Know what's below. before you dig.Call R //////////////////////////////////// /// RUN 2-1 The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per § 10.106(d)(6)(D)(ii) Wyes are missing on plan view There is no water crossing Show future lateral stub outs 248 Item 14. RUN 2-2 Know what's below. before you dig.Call R //////////////////////////////////// /// Minor losses are supposed to happen at the bends, junction boxes, wyes and inlets as opposed to in the middle of the pipe segments. Please revise HGL's and hydraulic calculations accordingly Label missing HGL cannot continue past storm drain alignment. Please review and revise HGL's 249 Item 14. RUN 2.1 Know what's below. before you dig.Call R //////////////////////////////////// /// The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per § 10.106(d)(6)(D)(ii) 250 Item 14. RUN 3-1 Know what's below. before you dig.Call R //////////////////////////////////// /// Please show where HGL label is pointing to. The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per § 10.106(d)(6)(D)(ii) Minimum sizes of laterals shall be 18 inches for use with 5-foot inlets, 21-inch laterals with 10-foot, 15 foot, and drop inlets and 24-inch laterals for 20-foot inlets 21'-0" This appears to be a 20ft curb inlet. Please update both label and lateral accordingly 251 Item 14. RUN 3-2 Know what's below. before you dig.Call R //////////////////////////////////// /// Please review and revise HGL Please show stub outs for future laterals 54" storm can not fit into 48" box. Please update accordingly Provide flow table for Run 3-2 252 Item 14. RUN 4 Know what's below. before you dig.Call R //////////////////////////////////// /// The hydraulic grade line shall in no case be closer to the surface of the ground or street than one (1) foot per § 10.106(d)(6)(D)(ii) 6'-0" Please confirm all curb inlet sizes. This appears to be a 5 ft inlet Label P4.1 and show parameters for P5.1 Label Lateral 253 Item 14. RUN 5 Know what's below. before you dig.Call R //////////////////////////////////// /// 254 Item 14. RUN 6 Know what's below. before you dig.Call R //////////////////////////////////// /// Update lateral to 24" RCP 255 Item 14. RUN 7 Know what's below. before you dig.Call R //////////////////////////////////// /// Label segment 256 Item 14. RUN 8 Know what's below. before you dig.Call R //////////////////////////////////// /// 257 Item 14. RUN 9 Know what's below. before you dig.Call R //////////////////////////////////// /// HGL does not show minor losses at bends and wyes. Please revise all HGLs to show minor losses in pipe segments that are in full flow conditions 258 Item 14. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU S L S L S L S L S L S L S L S L S L S L POND A OUTFALL Know what's below. before you dig.Call R //////////////////////////////////// /// 259 Item 14. R Callbefore you dig. below.Know what's 1. Provide HGL's for all laterals to confirm there is no surcharge at inlets 2. Update laterals accordingly per § 10.106(d)(5)(C) 3. Provide flow boxes for all laterals Provide profile for lateral 1.4, 2.1, 2.2, 2.3 and 2.4 inlet shown as 20ft in plans. Please review and revise show utility crossings for all laterals Update labels Please confirm these are shown and labeled in plan and profile sheets Update lateral to 24" 260 Item 14. R Callbefore you dig. below.Know what's Lateral 4.4 and 4.5 missing show utility crossings 261 Item 14. //////////////////////// /// /// /// /// /// ////// ////// /// ////// ////// ////// /// /// /// /// /// /// /// /// /// /// //////////// /////////////// /// /// /// /// ////// /// /// ////// /// /// ••••• /// /// /// /// /// OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OHU OHU OH U OH U OH U OH U OH U OH U OH U OH U OH U S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L POND A R Callbefore you dig. below.Know what's //////////////////////////////////// /// EMERGENCY SPILLWAY CALCULATIONS 262 Item 14. SECTION A-A SECTION B-B R Callbefore you dig. below.Know what's //////////////////////////////////// /// 263 Item 14. W W W W W W W W W W W W W W W W W W POND B R Callbefore you dig. below.Know what's //////////////////////////////////// /// EMERGENCY SPILLWAY CALCULATIONS 100-YR OUTFALL VELOCITY CALCULATIONS 264 Item 14. SECTION A-A SECTION B-B R Callbefore you dig. below.Know what's //////////////////////////////////// /// 265 Item 14. ////////////////// //////////////////////// ///////////////////////////////////////////// /// /// ////// /// /// /// /// /// //////////////////////////////////////////////////////////////////////////////////// /// /// /// ///••• ////// /////////////// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHU OHU OHU OH U OHU OH U S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 PONDPOND POND CALLED 202.69 ACRES STC GROUP MILLER, LLC DOC. NO. 2021-195695 O.R.D.C.T. 202.45 ACRES 8,818,876 SQ. FT. GU L F - C O L O R A D O A N D S A N T A F E R A I L R O A D LO T 2 O.R.D.C.T.30 ' R O W D E D I C A T I O N CALLED 15.00 ACRES MILDRED E. HUNT DOC. NO. 2019-5766 O.R.D.C.T. LOT 1 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 2 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 3 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 4 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 15 LOT 16 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 39 COSERV ELECTRIC EASEMENT DOC. NO. 2022-68384 R.P.R.D.C.T. LOT2 40' RIGHT-OF-WAY DEDICATION LOIS ROAD EAST STONE RETAINING WALL 30' RIGHT-OF-WAY DEDICATION 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 W W W W ALL IN PROPERTIES LLC PNKT1 LLC PNKT1 LLC R Callbefore you dig. below.Know what's //////////////////////////////////// /// Please provide legend to define parameters and update C factors per § 10.106(d)(2)(D)(i) Ensure numbers match with existing drainage area calculations table 266 Item 14. ////////////////// ///////////////////// //////////////////////////////////////////////// /// /// ////// /// /// /// /// /// //////////////////////////////////////////////////////////////////////////////////// /// /// /// ///••• ////// /////////////// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OH US L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 PONDPOND POND GU L F - C O L O R A D O A N D S A N T A F E R A I L R O A D CALLED 223.35 ACRES SANGER LAND DEVELOPMENT, LLC DOC.NO. 2019-16167 R.P.R.D.C.T. CALLED 15.00 ACRES MILDRED E. HUNT DOC. NO. 2019-5766 O.R.D.C.T. LOT 1 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 2 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 3 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 4 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. BLOCK L SANGER CIRCLE, PHASE 6B DOC. NO. 2022-196 CALLED 25.35 ACRES CITY OF SANGER VOL. 1125, PG. 943 D.R.D.C.T. LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 15' PUBLIC UTILITY EASEMENT DOC. NO. 2022-196 P.R.D.C.T. COSERV ELECTRIC EASEMENT DOC. NO. 2022-68384 R.P.R.D.C.T. STONE RETAINING WALL DEDICATION W W W W WWW 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 W ALL IN PROPERTIES LLC PNKT1 LLC PNKT1 LLC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 1. Please update proposed drainage area map per updated grading plans and provide drainage areas at a scale smaller than 750 for easier visibility 267 Item 14. R Callbefore you dig. below.Know what's 268 Item 14. R Callbefore you dig. below.Know what's 269 Item 14. R Callbefore you dig. below.Know what's Provide Hydraulic calculations for laterals Maximum velocity in the pipe shall not exceed 12 feet per second per § 10.106(d)(6)(B)(ii) 270 Item 14. R Callbefore you dig. below.Know what's 271 Item 14. R Callbefore you dig. below.Know what's Please update details to NCTCOG latest details (Aug 2023) 272 Item 14. R Callbefore you dig. below.Know what's 273 Item 14. R Callbefore you dig. below.Know what's 274 Item 14. R Callbefore you dig. below.Know what's 275 Item 14. R Callbefore you dig. below.Know what's 276 Item 14. R Callbefore you dig. below.Know what's 277 Item 14. R Callbefore you dig. below.Know what's 278 Item 14. R Callbefore you dig. below.Know what's 279 Item 14. SF LOC /// /// ////////////////////////////////////////////////////// /////////////////////////////////////////////////// ////////////////////////////// /// /// /// /// /// /// /// /// //////////////////////////////////////////////////////////////////////////////////// ////////////////// /////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHUOHUOHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L 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 LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF S F SFSFSFSF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF R Callbefore you dig. below.Know what's //////////////////////////////////// /// update erosion control details per latest graing plans and storm drain layouts 280 Item 14. SF LOC ///////////////////////////////////////////////////////// /////////////////////////////////////////////////////////////// /// /// /// /// /// ////// ////// ////// /// ////// /// /// /// /// /////////////////////////// ////////////////// ////////////////////////////////////////////////////////////////// ///////// /// /// /// /// ////// /// /// /// ••• /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OHU OHU OH U OHU OH U OH U S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LODLODLODLODLODLOD LO D LODLOD LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF S F S F SF R Callbefore you dig. below.Know what's //////////////////////////////////// /// 281 Item 14. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W W W W W LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 282 Item 14. LODLODLODLOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LODLO D SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF LOC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 283 Item 14. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W W W SF SF SF SF SF SF SF LOD LOD LO D LO D LO D LO D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 284 Item 14. LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 285 Item 14. R Callbefore you dig. below.Know what's 286 Item 14. SCALE: 1’ = 400’ 0’200’400’800’LOIS ROAD ESTATES | SANGER, TX 05/12/2025 | CONCEPTUAL DESIGN *DESIGN INTENT ONLY, SUBJECT TO CHANGE NORTH OVERALL PLAN | PHASE 01 PHASE 01 PARK ENTRY FILING #2 FILING #1 287 Item 14. SCALE: 1’ = 20’ 0’10’20’40’LOIS ROAD ESTATES | SANGER, TX 05/12/2025 | CONCEPTUAL DESIGN *DESIGN INTENT ONLY, SUBJECT TO CHANGE NORTH KEY MAP: NTS LEGEND PRIMARY ENTRY | SITE PLAN 3 4 5 55 6 6 2 44 44 2 2 3 1 1 ENTRY MONUMENT SIGNAGE FILING #1 SLOPED BERM ANNUAL COLOR PLANTING BED NATIVE SHADE TREE NATIVE ORNAMENTAL TREE LOW EVERGREEN SHRUBS + HP + HP 288 Item 14. SCALE: 1’ = 20’ 0’10’20’40’LOIS ROAD ESTATES | SANGER, TX 05/12/2025 | CONCEPTUAL DESIGN *DESIGN INTENT ONLY, SUBJECT TO CHANGE NORTH 27'-0" 6'-0"B FRONT ELEVATION ELEVATION B 1'-6" 1'-0'' 2'-10" 2'-3" 1 243 1 24 35 ENTRY MONUMENT SIGNAGE | DESIGN + MATERIALS LEGEND 3 4 5 2 1 CAST STONE CAP; COLOR SHALL BE WARM GRAY FLAGSTONE VENEER ALUMINUM PANEL WITH CORTEN STEEL FINISH; WHITE PIN-MOUNTED LETTERING ARCHITECTURAL CONCRETE WITH TIE HOLE FINISH MONUMENT SIGNAGE UPLIGHT FONT: IVYMODE - REGULAR ELEVATION BFRONT ELEVATION FILING #1 LOIS ROAD ESTATES 289 Item 14. SCALE: 1’ = 20’ 0’10’20’40’LOIS ROAD ESTATES | SANGER, TX 05/12/2025 | CONCEPTUAL DESIGN *DESIGN INTENT ONLY, SUBJECT TO CHANGE NORTH SLOPED BERMS FOR SCREENING ANNUAL COLOR PLANTING BED SHADE TREES + ORNAMENTAL TREES + EVERGREEN SHRUBS PRIMARY ENTRY | MATERIALS + COMPONENTS + HP + HP FILING #1 290 Item 14. LOIS ROAD ESTATES | SANGER, TX 05/12/2025 | CONCEPTUAL DESIGN *DESIGN INTENT ONLY, SUBJECT TO CHANGE SCALE: 1/4” = 1’-0” 18'-0" +/- EXISTING DITCH 11'-0" +/- EXISTING DITCH 11'-0" EXISTING PAVEMENT 11'-0" TRAVEL LANE 11'-0" TRAVEL LANE 2'-6" CURB 6'-6" STREET BUFFER 8'-0" WALK 1'-0" BUFFER 80'-0" R.O.W. EXISTING, TO REMAIN PROPOSED IMPROVEMENTS BY LOIS ROAD ESTATES PERIMETER SHADE TREES; 100' O.C. 1'-0" SAWCUT EXISTING PAVEMENT 20'-0" BACKYARD (SIZE VARIES) PROPERTY LINE + PERIMETER FENCING PHASE 01 | DESIGN SECTION | PERIMETER FENCING + LANDSCAPE ALONG LOIS ROAD FILING #1 291 Item 14. LOIS ROAD ESTATES | SANGER, TX 05/12/2025 | CONCEPTUAL DESIGN *DESIGN INTENT ONLY, SUBJECT TO CHANGE SCALE: 3/16” = 1’-0” 24'-0" LOIS ROAD 6" CURB 6'-6" STREET BUFFER 4'-0" WALK 5'-6" PERIMETER BUFFER 20'-0" BACKYARD (SIZE VARIES) PROPERTY LINE + PERIMETER FENCING 100'-0" RAILROAD R.O.W.35'-0" BUFFER 25'-0" BACKYARD PROPERTY LINE + PERIMETER FENCING 30'-0" RAILROAD LOIS ROAD DEVELOPMENT PROPERTY LINE PHASE 01 | DESIGN SECTION | PERIMETER FENCING + LANDSCAPE ALONG RAILROAD FILING #1 and #2 292 Item 14. SCALE: 1’ = 20’ 0’10’20’40’LOIS ROAD ESTATES | SANGER, TX 05/12/2025 | CONCEPTUAL DESIGN *DESIGN INTENT ONLY, SUBJECT TO CHANGE NORTH KEY MAP: NTS LEGEND 5 3 4 6 7 2 1 ENHANCED CONCRETE PARK ENTRY CONCRETE WALKING PATH PLAYGROUND SLOPED BERM IRRIGATED GRASS LAWN NATIVE PLANTING BED NATIVE SHADE TREE PHASE 01 PARK | SITE PLAN 7 1 6 5 4 3 2 + HP FILING #2 293 Item 14. SCALE: 1’ = 20’ 0’10’20’40’LOIS ROAD ESTATES | SANGER, TX 05/12/2025 | CONCEPTUAL DESIGN *DESIGN INTENT ONLY, SUBJECT TO CHANGE NORTH PHASE 01 PARK | MATERIALS + COMPONENTS DOUBLE TOWER WITH VALLEY BRIDGE AGES 5-12 | 25 USERS KOMPAN DOUBLE SWING COMBINATION AGES 2-12 | 9 USERS KOMPAN FOREST BUG SPRINGER + BEE SPRINGER AGES 2-12 | 1 USER EACH KOMPAN FILING #2 294 Item 14. SCALE: 1’ = 20’ 0’10’20’40’LOIS ROAD ESTATES | SANGER, TX 05/12/2025 | CONCEPTUAL DESIGN *DESIGN INTENT ONLY, SUBJECT TO CHANGE NORTH SHADE TREES + ORNAMENTAL TREES + EVERGREEN SHRUBS NATIVE PLANTING BEDS ENHANCED PARK ENTRY - CONCRETE PAVERS CONCRETE PATHS + IRRIGATED GRASS LAWN PHASE 01 PARK | LANDSCAPE + MATERIALS + HP FILING #2 295 Item 14. CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Final Plat of Lois Road Estates Subdivision Filing No. 2, being approximately 29.228 acres of land described as A0029A R. BEEBEE, TR, within the City of Sanger, generally located on the south side of Lois Rd approximately 1219 feet west of the intersection of Marion Rd and Lois Rd. SUMMARY: This is phase 2 of 3. This plat will create 116 residential lots and 7 HOA lots The lots are part of the Lois Road Estates PD. This phase will have 2 points of entry from Lois Road. All lots comply with the PD. Planning & Zoning recommended approval with the condition that all comments were satisfied prior to City Council approval. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL on the condition that all comments have not been satisfied. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 296 Item 15. Huling Rd Ma r i o n R d Ol i v i a L n Avion Dr Ma r i o n R d Bering Dr Wi n d m i l l D r Lakepark Dr Co r o n a D r Cr o w n C t Cu b a n L n Li g a L n Kr i s t o f f L n Ba c c a r a t L n Ca s a M a g n a L n Pa d r o n L n Z i n o L n New Castle Ln Me l t o n R d I- 3 5 S e r v i c e I- 3 5 S e r v i c e I-35 Service Lois Rd E Lois Rd E Lois Rd E Lois Rd E Lois Rd E Ma r i o n R d Hu l i n g R d I- 3 5 S e r v i c e I - 3 5 R a m p Huling Rd Hu l i n g R d Lawlis Ln I- 3 5 R a m p Utili t y R d I- 3 5 S e r v i c e I- 3 5 S e r v i c e I- 3 5 S e r v i c e I- 3 5 S e r v i c e Belz Rd Belz Rd ArcGIS Web Map Esri, HERE, Garmin, iPC, Maxar Roads Parcels ETJ Parcels 6/3/2025, 10:09:58 AM 0 0.25 0.50.13 mi 0 0.4 0.80.2 km 1:18,056 ArcGIS Web AppBuilder Earthstar Geographics | Esri, HERE, Garmin | 297 Item 15. SITESITE LO I S R O A D E S T A T E S S U B D I V I S I O N 11 6 R E S I D E N T I A L L O T S - 7 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 29 . 2 2 8 A C R E S - 1 , 2 7 3 , 1 5 6 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 2 SHEET OF 05 BEING 29.228 ACRES OF LAND (1,273,156 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 2 ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” “” ” “ ’ ’ ‘ 01 298 Item 15. •• Δ Δ Δ Δ Δ Δ Δ LO I S R O A D E S T A T E S S U B D I V I S I O N 11 6 R E S I D E N T I A L L O T S - 7 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 29 . 2 2 8 A C R E S - 1 , 2 7 3 , 1 5 6 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 2 SHEET OF 05 BEING 29.228 ACRES OF LAND (1,273,156 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 2 02 299 Item 15. Δ //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 11 6 R E S I D E N T I A L L O T S - 7 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 29 . 2 2 8 A C R E S - 1 , 2 7 3 , 1 5 6 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 2 SHEET OF 05 BEING 29.228 ACRES OF LAND (1,273,156 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 2 03 300 Item 15. //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 11 6 R E S I D E N T I A L L O T S - 7 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 29 . 2 2 8 A C R E S - 1 , 2 7 3 , 1 5 6 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 2 SHEET OF 05 BEING 29.228 ACRES OF LAND (1,273,156 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 2 04 301 Item 15. Δ Δ //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 11 6 R E S I D E N T I A L L O T S - 7 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 29 . 2 2 8 A C R E S - 1 , 2 7 3 , 1 5 6 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 2 SHEET OF 05 BEING 29.228 ACRES OF LAND (1,273,156 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 2 05 302 Item 15. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-4072 (fax) 940-458-2059 (office) www.sangertexas.org Effective Date: 10/15/2024 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) 940-458-4072(fax) www.sangertexas.org SUBDIVISION APPLICATION Prelimina ry Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) Application Form (Signed by Owner and Applicant) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date 05/12/2025 303 Item 15. 5960 DTC BLVD, STE 290W Greenwood Village, CO 80111 www.kaltercapital.com Lois Rd Estates May 13, 2025 Letter of Intent Dear Ms. Hammonds, In compliance with the City of Sanger’s Development Services requirements, Kalter Capital is pleased to submit the Lois Rd Estates Filing No. 2 Final Plat and Final Construction Drawings Application. Included here is the Letter of Intent, which describes the Final Plat Submittal details. In addition to this Letter of Intent, the following documents are included in the Final Plat Submittal. · Application Form, signed by Kalter Capital · Filing No. 2 Final Plat · Filing No. 2 Construction Plans Site Description and Location The subject property (The Site) is 29.228 acres in size and is located in the City of Sanger, Denton County, State of Texas. The Site is bound by Lois Road Estates Filing No. 1 to the north, future phases of Lois Rd Estates development to the east, and future phases of Lois Rd Estates development to the south. The site is comprised of a single parcel identified as Property ID: 59829 in Denton County. A legal description is included with this letter, for reference. The existing condition of The Site consists of native vegetation and a dirt road. There is only one vehicular access to The Site along Lois Road. There is no significant development or existing structures on the Site, as its historical use has been for agricultural purposes. There are multiple lengths of fence surrounding and within The Sites boundary, with three natural ponds that collect stormwater runoff. The Site’s existing topography consists of a high point near the center of the property, with slopes ranging from 1 percent to 5 percent to the east and west. Submittal Overview The applicant is requesting approval on the Filing No. 3 Final Plat and Final Construction Drawings, subject to the Approved “PD”- Planned Development District that was approved on 1/14/2025, along with the Overall Preliminary Plat that was approved on 4/7/2025. The Final Plat and Construction Documents serve to establish the lot dimensions, right-of-way dedication, setbacks and Public Infrastructure design necessary to serve the site. The Final Plat is consistent with the design standards, lot dimensions (mix of 50’ wide and 60’ wide lots) and lot count 304 Item 15. approved with the Planned Development Zoning as well as the Design Standards established by the City of Sanger. This submittal also stays consistent with the setbacks recently submitted with the PD Amendment, proposing a 5’ side setback and 20’ rear setback for the 50’ wide and 60’ Lots. The Final Construction Plans include all design details as required by the City of Sanger, including the General Notes and Plans, Overall Utility Plans, Over Lot Grading Plans, Street Plans and Profiles, Sanitary Sewer Plan and Profiles, Storm Sewer Plan and Profiles, Pond Plans and Details, and Construction Details. Legal Description BEING A 29.228 ACRE TRACT OF LAND (1,273,156 SQUARE FEET), SITUATED IN THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29, SITUATED IN THE CITY OF SANGER, DENTON COUNTY, TEXAS, AND BEING A PORTION OF THAT CERTAIN 202.49 ACRE TRACT OF LAND DESCRIBED IN A GENERAL WARRANTY DEED CONVEYED TO JST HOLDINGS 04 BUSINESS, LLC, A NEW MEXICO LIMITED LIABILITY COMPANY, RECORDED IN DOCUMENT NUMBER 2024-74411 OF THE OFFICIAL RECORDS OF DENTON COUNTY, TEXAS; SAID 29.228 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A MAG NAIL FOUND, BEING THE NORTHWESTERN CORNER OF SAID JST HOLDINGS 202.49 ACRE TRACT, BEING ON OR NEAR THE CENTERLINE OF LOIS ROAD EAST AND ON THE EASTERN RIGHT-OF-WAY LINE OF THE GULF COAST AND SANTA FE RAILROAD, (100' RIGHT-OF-WAY WIDTH); THENCE, ALONG THE WESTERN LINE OF SAID JST HOLDINGS 202.49 ACRE TRACT AND ALONG THE EASTERN LINE OF SANTA FE RAILROAD, S10°00'55”W, A DISTANCE OF 651.07 FEET TO A CALCULATED POINT, FOR THE NORTHERNMOST CORNER AND POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; THENCE, CROSSING THROUGH SAID JST HOLDINGS 202.49 ACRE TRACT, THE FOLLOWING THIRTY- NINE (39) COURSES AND DISTANCES: 1. S79°59'09”E, A DISTANCE OF 164.98 FEET TO A CALCULATED POINT; 2. S10°00'51”W, A DISTANCE OF 75.00 FEET TO A CALCULATED POINT; 3. S79°59'09”E, A DISTANCE OF 394.52 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE RIGHT; 4. WITH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 175.00 FEET, AN ARC LENGTH OF 40.66 FEET, A CENTRAL ANGLE OF 13°18'42”, A CHORD BEARING AND DISTANCE OF S86°38'30”E, 40.57 FEET TO A CALCULATED POINT; 5. N86°42'09”E, A DISTANCE OF 94.19 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE LEFT; 6. WITH SAID CURVE TO THE LEFT, HAVING A RADIUS OF 125.00 FEET, AN ARC LENGTH OF 9.78 FEET, A CENTRAL ANGLE OF 04°29'03”, A CHORD BEARING AND DISTANCE OF N88°56'41”E, 9.78 FEET TO A CALCULATED POINT; 305 Item 15. 7. S88°48'48”E, A DISTANCE OF 34.56 FEET TO A CALCULATED POINT; 8. S43°48'48”E, A DISTANCE OF 18.38 FEET TO A CALCULATED POINT; 9. S88°48'48”E, A DISTANCE OF 50.00 FEET TO A CALCULATED POINT; 10. S01°11'12”W, A DISTANCE OF 12.00 FEET TO A CALCULATED POINT; 11. S88°48'48”E, A DISTANCE OF 127.72 FEET TO A CALCULATED POINT; 12. S00°40'28”W, A DISTANCE OF 50.96 FEET TO A CALCULATED POINT; 13. S05°43'32”W, A DISTANCE OF 281.10 FEET TO A CALCULATED POINT; 14. S15°32'17”W, A DISTANCE OF 241.45 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE RIGHT; 15. WITH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 845.00 FEET, AN ARC LENGTH OF 130.34 FEET, A CENTRAL ANGLE OF 08°50'16”, A CHORD BEARING AND DISTANCE OF S65°35'08”E, 130.21 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE RIGHT; 16. WITH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 775.00 FEET, AN ARC LENGTH OF 2.93 FEET, A CENTRAL ANGLE OF 00°12'59”, A CHORD BEARING AND DISTANCE OF N29°03'52”E, 2.93 FEET TO A CALCULATED POINT; 17. S29°19’49”W, A DISTANCE OF 4.26 FEET TO A CALCULATED POINT; 18. S73°33'27”W, A DISTANCE OF 18.19 FEET TO A CALCULATED POINT; 19. S29°50'40”W, A DISTANCE OF 50.03 FEET TO A CALCULATED POINT; 20. S16°30'14”E, A DISTANCE OF 18.60 FEET TO A CALCULATED POINT; 21. S61°04'15”E, A DISTANCE OF 50.00 FEET TO A CALCULATED POINT; 22. N74°10'22”E, A DISTANCE OF 18.38 FEET TO A CALCULATED POINT; 23. S60°49'38”E, A DISTANCE OF 290.00 FEET TO A CALCULATED POINT,; 24. N29°10'22”E, A DISTANCE OF 50.00 FEET TO A CALCULATED POINT; 25. S60°49'38”E, A DISTANCE OF 230.01 FEET TO A CALCULATED POINT, FOR THE EASTERNMOST CORNER OF THE HEREIN DESCRIBED TRACT; 26. S29°11'06”W, A DISTANCE OF 50.00 FEET TO A CALCULATED POINT; 27. S74°10'22”W, A DISTANCE OF 18.38 FEET TO A CALCULATED POINT; 28. S29°10'22”W, A DISTANCE OF 214.00 FEET TO A CALCULATED POINT; 29. S15°49'38”E, A DISTANCE OF 18.38 FEET TO A CALCULATED POINT; 30. S29°10'22”W, A DISTANCE OF 50.00 FEET TO A CALCULATED POINT; 31. S74°10'22”W, A DISTANCE OF 18.38 FEET TO A CALCULATED POINT; 32. S29°10'22”W, A DISTANCE OF 107.00 FEET TO A CALCULATED POINT, FOR THE SOUTHERNMOST CORNER OF THE HEREIN DESCRIBED TRACT; 33. N60°49'38”W, A DISTANCE OF 542.22 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE RIGHT; 34. WITH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 500.00 FEET, AN ARC LENGTH OF 167.19 FEET, A CENTRAL ANGLE OF 19°09'31”, A CHORD BEARING AND DISTANCE OF N70°24'23”W, 166.41 FEET TO A CALCULATED POINT; 35. N79°59'09”W, A DISTANCE OF 471.33 FEET TO A CALCULATED POINT; 36. S10°00'51”W, A DISTANCE OF 120.00 FEET TO A CALCULATED POINT; 37. N79°59'09”W, A DISTANCE OF 49.00 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE LEFT; 38. WITH SAID CURVE TO THE LEFT, HAVING A RADIUS OF 70.00 FEET, AN ARC LENGTH OF 306 Item 15. 20.28 FEET, A CENTRAL ANGLE OF 16°35'52”, A CHORD BEARING AND DISTANCE OF N71°41'13”W, 20.21 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE RIGHT; 39. WITH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET, AN ARC LENGTH OF 104.90 FEET, A CENTRAL ANGLE OF 120°12'14”, A CHORD BEARING AND DISTANCE OF S56°30'37”W, 86.69 FEET TO A CALCULATED POINT; 40. N77°38'37”W, A DISTANCE OF 151.94 FEET TO A CALCULATED POINT, AT A POINT OF CURVATURE TO THE RIGHT, RETURNING TO THE WESTERN LINE OF SAID JST HOLDINGS 202.49 ACRE TRACT, AND ALSO BEING THE EASTERN LINE OF SANTA FE RAILROAD, FOR THE WESTERNMOST CORNER OF THE HEREIN DESCRIBED TRACT; THENCE, ALONG SAID WESTERN LINE OF JST HOLDINGS 202.49 ACRE TRACT AND SAID EASTERN LINE OF SANTA FE RAILROAD, THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1. WITH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 6737.93 FEET, AN ARC LENGTH OF 348.24 FEET, A CENTRAL ANGLE OF 02°57'40”, A CHORD BEARING AND DISTANCE OF N08°28'56”E, 348.20 FEET TO A 1/2 INCH CAPPED IRON ROD FOUND WITH PLASTIC CAP STAMPED “BGE”; 2. N10°00'55”E, A DISTANCE OF 897.48 FEET TO THE POINT OF BEGINNING. CONTAINING 29.228 ACRES (1,273,156 SQUARE FEET), MORE OR LESS. 307 Item 15. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 5/1/25 1st REVIEW COMMENTS – Final Plat – Lois Road Estates Subdivision Filing No. 2 The request is for a Final Plat of Lois Road Estates Ph 2, being approximately 29.228 acres in the A0029A R. BEBEE, TR 107, prepared by Atwell, submitted on 2/28/25. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following; 1. Property owner information doesn’t match Denton Central Appraisal District. Provide proof of ownership. 2. Utility easements should be a minimum of 15’. 3. In title block show total number of 50’ lots, and total number of 60’ lots for this phase. 4. Describe and locate all permanent survey monument, pins, and control points and tie and reference the survey corners at two points to the Texas State Plane Coordinate System North Central Zone 1983-1999 datum. The Point of Beginning shall be clearly marked including State Plan Coordinates NAD 83. 5. An accurate location of the subdivision in reference to the deed records of the county which shall include volume and pages of the deed of the property to be subdivided. 6. In title box list plat type (Final Plat) Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, June 9, 2025, and the City Council meeting on Monday, July 7, 2025. 308 Item 15. 1 June 03, 2025 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Lois Road Estates Filing No. 2 Final Plat - Review #2 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Final Plat Filing No. 2 and Filings No. 1 & 2 Construction Plans for Lois Road Estates. The submittal was prepared by Atwell, LLC. and was received May 19, 2025. We have completed our review and offer the following comments: Please address comments on attached markups and provide annotated responses on markups. Please note, not all comments are written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. Please refer to the Filing 1 comments review letter for Filing 2 Construction Plans review comments. Please address all Hydrology and Hydraulics comments provided in a separate letter. Final Plat Comments 1. Clearly indicate the Point of Beginning on the plat per Ordinance § 10.104(d)(10)(D) Response: The Point of Beginning has been shown on the plat per the ordinance. 2nd Review: Addressed 2. Please clearly label all the tracts referred to in the final plat. Response: Tract labels have been clearly labeled on the plat. 2nd Review: Addressed 3. Provide 3" x 3" recording box at the lower right-hand corner per §10.104(d)(10)(N) Response: This has been implemented and shown on the cover sheet (page 1). 2nd Review: Provide Recording Box for all sheets 4. 2nd Review: Provide ROW acreage in title block on all sheets if any per §10.104(d)(10)(O)(vi) 5. 2nd Review: Please update block numbers to ensure consistency with plans and overall utility layouts. 6. 2nd Review: Review and update drainage easements on Filing 2 plat to match updated grading sheets. 309 Item 15. 2 7. 2nd Review: Provide closure report that matches acreage per § 10.104(d)(10)(B). If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7498. Sincerely, Samson Lotigo, PE HALFF Firm No. 0312 Attachments: Final Plat markups 310 Item 15. SITESITE LO I S R O A D E S T A T E S S U B D I V I S I O N 11 6 R E S I D E N T I A L L O T S - 7 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 29 . 2 2 8 A C R E S - 1 , 2 7 3 , 1 5 6 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 2 SHEET OF 05 BEING 29.228 ACRES OF LAND (1,273,156 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 2 ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” ” “” ” “ ’ ’ ‘ 01 Provide closure report per § 10.104(d)(10)(B). Show the plat type ("Final") on all sheets / title blocks per § 10.104(d)(10)(O)(i). Provide the owner's name per § 10.104(d)(10)(W) Chord bearing does not match plat Appears to be curve to the left. Please confirm 311 Item 15. •• Δ Δ Δ Δ Δ Δ Δ LO I S R O A D E S T A T E S S U B D I V I S I O N 11 6 R E S I D E N T I A L L O T S - 7 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 29 . 2 2 8 A C R E S - 1 , 2 7 3 , 1 5 6 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 2 SHEET OF 05 BEING 29.228 ACRES OF LAND (1,273,156 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 2 02 show pond A 312 Item 15. Δ //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 11 6 R E S I D E N T I A L L O T S - 7 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 29 . 2 2 8 A C R E S - 1 , 2 7 3 , 1 5 6 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 2 SHEET OF 05 BEING 29.228 ACRES OF LAND (1,273,156 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 2 03 313 Item 15. //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 11 6 R E S I D E N T I A L L O T S - 7 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 29 . 2 2 8 A C R E S - 1 , 2 7 3 , 1 5 6 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 2 SHEET OF 05 BEING 29.228 ACRES OF LAND (1,273,156 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 2 04 314 Item 15. Δ Δ //////////////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 11 6 R E S I D E N T I A L L O T S - 7 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 29 . 2 2 8 A C R E S - 1 , 2 7 3 , 1 5 6 S Q U A R E F E E T CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S PL A T F I L I N G N O . 2 SHEET OF 05 BEING 29.228 ACRES OF LAND (1,273,156 SQUARE FEET) OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 2 05 315 Item 15. June 3, 2025 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Lois Road Estates Filing 1&2 Construction Plans Review #2 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Phase 1 Construction Plans for Lois Road Estates. The submittal was prepared by Atwell and was received on May 19th, 2025. General Comments 1. Please address comments on attached markups and provide annotated responses on markups. Please note, all comments may not be written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. 2. Please note additional comments may be provided in subsequent reviews once additional data/responses is received. Hydrology and Hydraulics 1. Please provide profiles for Runs 19 and 20 for storm sewer pipes. See sheets 146 and 147 “Storm Sewer Plan & Profiles Run 19” and “Storm Sewer Plan & Profiles Run 20“. Response: These profiles have been corrected to display. Halff Review: Run 20 has been updated, please provide profile for Run 19. Halff Review 2: Runs 19 and 20 plan and profiles are not in the current phase of the project. Please note that phases including these areas will not be approved until these comments are addressed. Halff Construction Plan Review 2: Comment will move to Filing 4 because it is not located within the area of this submittal. 2. Please provide pipe slopes and dimensions for the profiles in Runs 31 and 32 for storm sewer pipes. See sheets 159 and 160 “Storm Sewer Plan & Profiles Run 31” and “Storm Sewer Plan & Profiles Run 32“. Response: Pipe sizes and slopes have been added to the profile Halff Review: Addressed 3. Pipe on north side of site appears to discharge into a separate system than every other pipe in design and does not appear to discharge into detention pond. Please provide more detail on where this pipe outfalls and provide supporting calculations to show that discharges are not increasing from existing to proposed conditions and/or no negative impacts occur. See sheet 5 “Overall Utility Plans Overall”. Response: This pipe is existing and will be demolished. The style has been changed and a label has been added to the plan Halff Review: Style unchanged on existing pipe on sheet 5. Please revise. Halff Review 2: Addressed 316 Item 15. Ms. Ramie Hammonds June 3, 2025 Page 2 of 4 4. Pipe on sheet 127 “Storm Sewer Plan & Profiles Run 1” has no upstream connection. Please revise such that it is connected to the rest of the storm sewer system Response: The upstream pipe has been added to the profile view Halff Review: Addressed 5. Please provide existing and proposed drainage area map(s) and calculations. Submittal will need to show that no increases in discharges occurs between existing and proposed conditions. Halff Review: Addressed 6. Please provide hydraulic grade line calculations and profiles for all storm sewer profiles. Response: Existing and proposed drainage maps have been added to the plan set Halff Review: Please provide HGL for Run 15. See Sheet 152 “Storm Sewer Plan & Profiles Run 15” Halff Review 2: Run 15 plan and profile has been removed from current plan sheet. Please note that Phases including these areas will not be approved until these comments are addressed. Halff Construction Plan Review 2: Comment will move to Filing 3 because it is not located within the area of this submittal. 7. Please provide pipe velocities and calculations for all storm pipes. Response: Hydraulic calculations have been added to the plan set Halff Review: Please provide calculations for Runs 1 and 33. Please see sheets 174 and 175. Halff Review 2: Previous comment was not addressed. Please provide calculations for Runs 1 and 33. Please see sheets 81 and 82. Halff Construction Plan Review 2: Addressed 8. Please provide inlet calculation sheets. Also please show inlet length and type on plan view in sheets. Response: Inlet calculations calculations have been added to the plan set Halff Review: Addressed 9. Please provide easements for storm sewer and detention ponds per § 10.106(d)(10)(E) Response: Easements for storm sewer and drainage facilities have been added to the plan and plat Halff Review: Addressed 10. Please provide calculations showing that detention pond will drain within 24 hours per § 10.106(d)(10)(F). Response: Pond drainage calculations have been added to the pond plan Sheets Halff Review: Addressed 11. Please provide emergency spillway for ponds A, B, and C. Response: Emergency spillways have been added to ponds A, B and C Halff Review: Addressed 12. Ponds have 1-foot of freeboard, but do not account for sediment storage. Please provide 2 feet of sediment storage for the 100-year storm per § 10.106(d)(10)(A). Response: Pond design has been revised to have adequate freeboard and sediment storage. Halff Review: Addressed 13. Please provide pond bottom slope per ordinance § 10.106(d)(10)(C). Response: Pond slopes have been added to the pond plans Halff Review: Addressed 317 Item 15. Ms. Ramie Hammonds June 3, 2025 Page 3 of 4 14. For ponds A, B and C, please provide HY8 models used for culvert calculations. Response: HY8 model calculations and results have been added to the pond Plans Halff Review: Addressed 15. Please provide longest flow paths and time of concentration calculations used for calculating time of concentration for each pond. Response: Flow path and Tc calculations have been added to the pond plan sheets Halff Review: Addressed 16. Pond D: a. Please provide emergency spillway weir and orifice elevations along pond D . Response: Emergency spillway weir and orifice elevation have been added to Pond D plans Halff Review: Addressed b. Please provide flow master model used for spillway and orifice calculations. Response: Spillway and orifice calculations have been added to the pond plan sheets Halff Review: Addressed c. Worksheet shows velocity of 10.35 ft/s leaving pond. Please include design for energy dissipation downstream of this structure or revise design. See § 10.106(d)(6)(B)(iii) Response: Energy dissipation has been added to the pond design Halff Review: Addressed d. GVF Output Data lists velocity as “Infinity ft/s”. Please revise. See sheet 164 “Pond D Plan and Details”. Response: Velocities have been recalculated and revised on the plans. Halff Review: Addressed 17. Please note that an Environmental Assessment will be needed on the 3 existing ponds on this site to determine impact of proposed development on wetlands. See Section 404 of Clean Water Act. See sheet 4 “General Notes & Plans, Existing Conditions.” Response: Comment noted. The Environmental Assessment is in process and will be provided upon completion. Halff Review: Addressed 2nd Review Additional Comments: 18. Design HGL less than pipe invert in lateral line calculations. Please see sheets 176 and 177. Please revise. Halff Review: Previous comment was not addressed. Please check Design HGL calculations on Sheets 83 and 84. Halff Construction Plan Review 2: Calculations for laterals not provided. Please provide calculations for Lateral lines. Final Plat First Review Comments: 19. Pipe drains unmitigated off site. Please see Sheet 68: “Storm Sewer Plan & Profiles Run 4” Please note that even if the entire site plan was approved, each phase needs to meet Sanger requirements as well. Please provide interim design to mitigate discharges. 318 Item 15. Ms. Ramie Hammonds June 3, 2025 Page 4 of 4 Halff Construction Plan Review 2: Addressed Construction Plan Review #2 Comments: 20. Proposed contours suggest that overland flow will runoff offsite unmitigated until next phase. Please see sheet 21 “Overall Grading Area-07”. Please update plans so that the flow does not increase off developed area. If you have any questions or need additional information, please do not hesitate to call me at (214) 937- 3954. Sincerely, HALFF TBPELS Firm No. 312 Randall Peterman, PE, CFM, ENV SP 319 Item 15. CITY COUNCIL COMMUNICATION DATE: July 7, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Final Plat of Lois Road Estates Subdivision Filing No. 3, being approximately 45.25 acres of land described as A0029A R. BEEBEE, TR, within the City of Sanger, generally located on the south side of Lois Rd approximately 1219 feet west of the intersection of Marion Rd and Lois Rd. SUMMARY: This is phase 3 of 3. This plat will create 176 residential lots and 10 HOA lots The lots are part of the Lois Road Estates PD. This phase will have 2 points of entry from Lois Road. All lots comply with the PD. Planning & Zoning recommended approval with the condition that all comments were satisfied prior to City Council approval. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL on the condition that all comments have not been satisfied. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 320 Item 16. Huling Rd Ma r i o n R d Ol i v i a L n Avion Dr Ma r i o n R d Bering Dr Wi n d m i l l D r Lakepark Dr Co r o n a D r Cr o w n C t Cu b a n L n Li g a L n Kr i s t o f f L n Ba c c a r a t L n Ca s a M a g n a L n Pa d r o n L n Z i n o L n New Castle Ln Me l t o n R d I- 3 5 S e r v i c e I- 3 5 S e r v i c e I-35 Service Lois Rd E Lois Rd E Lois Rd E Lois Rd E Lois Rd E Ma r i o n R d Hu l i n g R d I- 3 5 S e r v i c e I - 3 5 R a m p Huling Rd Hu l i n g R d Lawlis Ln I- 3 5 R a m p Utili t y R d I- 3 5 S e r v i c e I- 3 5 S e r v i c e I- 3 5 S e r v i c e I- 3 5 S e r v i c e Belz Rd Belz Rd ArcGIS Web Map Esri, HERE, Garmin, iPC, Maxar Roads Parcels ETJ Parcels 6/3/2025, 10:09:58 AM 0 0.25 0.50.13 mi 0 0.4 0.80.2 km 1:18,056 ArcGIS Web AppBuilder Earthstar Geographics | Esri, HERE, Garmin | 321 Item 16. SITE LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 ” ” ” ” ” ” ” ” ” “ ’ 01 ’ ‘ 322 Item 16. ////////////////////////////////////////////////////////////////// /// ////// /// /// /// /// /////////////////////////////////////////////////////////////// /// /// ///•• S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L W W W 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 /////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 323 Item 16. /////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 03 324 Item 16. /////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 04 325 Item 16. /////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 05 326 Item 16. LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 06 327 Item 16. City of Sanger 201 Bolivar / P.O Box 1729 Sanger, TX 76266 940-458-2059 (office) www.sangertexas.org Effective Date: 02/11/2020 201 Bolivar Street/PO Box 1729 * Sanger, TX 76266 940-458-2059(office) www.sangertexas.org SUBDIVISION APPLICATION Preliminary Plat Minor Plat Final Plat/Replat Amended Plat Vacating Plat Conveyance Plat Applicant Owner (if different from applicant) Name: Name: Company: Company: Address: Address City, State, Zip: City, State, Zip: Phone Phone: Fax: Fax: Email: Email: Submittal Checklist Pre-Application Conference (Date: / / ) One (1) Paper Copy of Plat (24”x36”, folded to 1/4 size) Letter of Intent Non-Refundable Application Fee (Check Payable to City of Sanger) Application Form (Signed by Owner) Applicable Plat Checklist (Completed) Additional Required Documents/Traffic & Drainage Studies etc. One (1) PDF Copy of all Documents Provided on a CD/DVD or Emailed to development@sangertexas.org Supporting Materials (List if provided): R Number(s): Owner’s Signature Date Applicant’s Signature Date Office Use: Reviewed by Director of Development Services / / 328 Item 16. 5960 DTC BLVD, STE 290W Greenwood Village, CO 80111 www.kaltercapital.com Lois Rd Estates May 14, 2025 Letter of Intent Dear Ms. Hammonds, In compliance with the City of Sanger’s Development Services requirements, Kalter Capital is pleased to submit the Lois Rd Estates Filing No. 3 Final Plat and Final Construction Drawings Application. Included here is the Letter of Intent, which describes the Final Plat Submittal details. In addition to this Letter of Intent, the following documents are included in the Final Plat Submittal. · Application Form, signed by Kalter Capital · Filing No. 3 Final Plat · Filing No. 3 Construction Plans Site Description and Location The subject property (The Site) is 45.25 acres in size and is located in the City of Sanger, Denton County, State of Texas. The Site is bound by Lois Road to the north, residential properties to the east, future phases of Lois Road Estates development to the south and Lois Road Estates Filing Nos. 1 and 2 to the west. The site is comprised of a single parcel identified as Property ID: 59829 in Denton County. A legal description is included with this letter, for reference. The existing condition of The Site consists of native vegetation and a dirt road. There is only one vehicular access to The Site along Lois Road. There is no significant development or existing structures on the Site, as its historical use has been for agricultural purposes. There are multiple lengths of fence surrounding and within The Sites boundary, with three natural ponds that collect stormwater runoff. The Site’s existing topography consists of a high point near the center of the property, with slopes ranging from 1 percent to 5 percent to the east and west. Submittal Overview The applicant is requesting approval on the Filing No. 3 Final Plat and Final Construction Drawings, subject to the Approved “PD”- Planned Development District that was approved on 1/14/2025, along with the Overall Preliminary Plat that was approved on 4/7/2025. The Final Plat and Construction Documents serve to establish the lot dimensions, right-of-way dedication, setbacks and Public Infrastructure pdesign necessary to serve the site. The Final Plat is consistent with the design standards, lot dimensions (mix of 50’ wide and 60’ wide lots) and lot 329 Item 16. count approved with the Planned Development Zoning as well as the Design Standards established by the City of Sanger. This submittal also stays consistent with the setbacks recently submitted with the PD Amendment, proposing a 5’ side setback and 20’ rear setback for the 50’ wide and 60’ Lots. The Final Construction Plans include all design details as required by the City of Sanger, including the General Notes and Plans, Overall Utility Plans, Over Lot Grading Plans, Street Plans and Profiles, Sanitary Sewer Plan and Profiles, Storm Sewer Plan and Profiles, Pond Plans and Details, and Construction Details. Legal Description BEING A 46.82 (2,039,586 SQUARE FEET) ACRE TRACT OF LAND SITUATED IN THE REUBEN BEBEE SURVEY, ABSTRACT NO. 29, SITUATED IN THE CITY OF SANGER, DENTON COUNTY, TEXAS, AND BEING DESCRIBED IN A GENERAL WARRANTY DEED TO JST HOLDINGS 04 BUSINESS LLC, A NEW MEXICO LIMITED LIABILITY COMPANY, RECORDED IN DOCUMENT NO. 2024-74411 OF THE OFFICIAL RECORDS OF DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET IN THE NORTHERN LINE OF SAID JST HOLDINGS TRACT OF LAND, BEING IN THE SOUTHERN RIGHT-OF-WAY LINE OF LOIS ROAD EAST (40' RIGHT- OF-WAY); FOR THE NORTHWESTERN CORNER AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; THENCE, WITH THE COMMON BOUNDARY OF THE SOUTHERN RIGHT-OF-WAY LINE OF SAID LOIS ROAD EAST, SAME BEING THE NORTHERN LINE OF SAID JST HOLDINGS TRACT, THE FOLLOWING TWO (2) COURSES AND DISTANCES: 1. S 89°22'38" E, A DISTANCE OF 712.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 2. S 89°07'42" E, A DISTANCE OF 453.04 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET IN THE SOUTHERN RIGHT-OF-WAY LINE OF SAID LOIS ROAD EAST, FOR THE NORTHEASTERN CORNER OF SAID JST HOLDINGS TRACT, FOR A NORTHWESTERN CORNER OF A CALLED 15.00 ACRE TRACT CONVEYED TO MILDRED E. HUNT RECORDED IN DOCUMENT NO. 2019-5766, OFFICIAL RECORDS OF DENTON COUNTY, TEXAS, AND FOR THE FOR THE NORTHEASTERN CORNER OF THE HEREIN DESCRIBED TRACT; THENCE WITH THE EASTERN LINE OF SAID JST HOLDINGS TRACT, SAME BEING THE WESTERN LINE OF SAID 15.00 ACRE TRACT, S 01°11'12" W, A DISTANCE OF 1,373.07 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET IN THE WESTERN LINE OF SAID JST HOLDINGS TRACT, SAME BEING IN THE WESTERN LINE OF SAID 15.00 ACRE TRACT, AND FOR THE SOUTHEASTERN CORNER OF THE HEREIN DESCRIBED TRACT; THENCE OVER AND ACROSS SAID JST HOLDINGS TRACT, THE FOLLOWING TWENTY-SEVEN (27) COURSES AND DISTANCES: 1. N 88°48'48" W, A DISTANCE OF 125.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC.” SET; 2. S 01°11'12" W, A DISTANCE OF 2.29 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 330 Item 16. 3. N 88°48'48" W, A DISTANCE OF 50.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 4. N 43°48'48" W, A DISTANCE OF 18.38 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 5. N 88°48'48" W, A DISTANCE OF 214.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 6. S 46°11'12" W, A DISTANCE OF 18.38 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 7. N 88°48'48" W, A DISTANCE OF 50.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 8. N 43°48'48" W, A DISTANCE OF 18.38 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 9. N 88°48'48" W, A DISTANCE OF 107.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 10. S 01°11'12" W, A DISTANCE OF 510.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 11. N 88°48'48" W, A DISTANCE OF 107.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 12. S 01°11'12" W, A DISTANCE OF 50.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 13. S 46°11'12" W, A DISTANCE OF 18.38 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 14. S 01°11'12" W, A DISTANCE OF 107.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 15. N 88°48'48" W, A DISTANCE OF 125.50 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET AND FOR THE POINT OF BEGINNING TO A CURVE TO THE RIGHT; 16. WITH A CURVE TO THE RIGHT AND HAVING A RADIUS OF 500.00 FEET, A ARC LENGTH OF 244.22 FEET, AND A CHORD BEARING AND CHORD DISTANCE OF N 74°49'13" W, A DISTANCE OF 241.80 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 17. N 60°49'38" W, A DISTANCE OF 266.04 FEET TO A 1/2” IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 18. N 29°10'22" E, A DISTANCE OF 107.00 FEET TO A 1/2” IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 19. N 74°10'22" E, A DISTANCE OF 18.38 FEET TO A 1/2” IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 20. N 29°10'22" E, A DISTANCE OF 50.00 FEET TO A 1/2” IRON ROD WITH CAP STAMPED "ATWELL LLC" SET; 21. N 60°49'38" W, A DISTANCE OF 230.00 FEET TO A 1/2” IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 22. N 15°49'38" W, A DISTANCE OF 18.38 FEET TO A 1/2” IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 23. N 29°10'22" E, A DISTANCE OF 51.40 FEET TO A 1/2” IRON ROD WITH CAP STAMPED "ATWELL LLC." SET AND FOR THE POINT OF BEGINNING TO A CURVE TO THE LEFT; 24. WITH A CURVE TO THE LEFT AND HAVING A RADIUS OF 925.00 FEET, AN ARC LENGTH OF 252.99 FEET, AND A CHORD BEARING AND CHORD DISTANCE OF N 21°20'15” E, A DISTANCE OF 252.21 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 331 Item 16. 25. S 88°48'48" E, A DISTANCE OF 122.49 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET AND FOR THE POINT OF BEGINNING TO A CURVE TO THE LEFT; 26. WITH A CURVE TO THE LEFT AND HAVING A RADIUS OF 1045.00 FEET, AN ARC LENGTH OF 198.49 FEET, AND A CHORD BEARING AND CHORD DISTANCE OF N 06°37'41" E, A DISTANCE OF 198.19 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 27. N 01°11'12" E, A DISTANCE OF 302.71 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 28. N 88°48'48" W, A DISTANCE OF 120.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 29. N 01°11'12" E, A DISTANCE OF 12.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 30. N 46°11'12" E, A DISTANCE OF 18.38 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 31. S 88°48'48" E, A DISTANCE OF 107.00 FEET TO A 1/2" IRON ROD WITH CAP STAMPED "ATWELL LLC." SET; 32. N 01°11'12" E, A DISTANCE OF 772.88 FEET TO THE POINT OF BEGINNING; SAVE AND EXCEPT ANY PORTIONS OF JACK STREET AND BEXAR STREET DEDICATED AS PUBLIC RIGHT OF WAY ON LOIS ROAD ESTATES SUBDIVISION, FILING NO. 1 RECEPTION NO. . CONTAINING 45.25 ACRES OR 1,971,323 SQUARE FEET, MORE OR LESS. 332 Item 16. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 5/1/25 1st REVIEW COMMENTS – Final Plat – Lois Road Estates Subdivision Filing No. 3 The request is for a Final Plat of Lois Road Estates Ph 3, being approximately 45.25 acres in the A0029A R. BEBEE, TR 107, prepared by Atwell, submitted on 2/28/25. Below are the comments that should be addressed before City Council approval. Resubmit the revised plat along with a response letter addressing all comments. Planning Provide the following; 1. Property owner information doesn’t match Denton Central Appraisal District. Provide proof of ownership. 2. Utility easements should be a minimum of 15’. 3. In title block show total number of 50’ lots, and total number of 60’ lots for this phase. 4. Describe and locate all permanent survey monument, pins, and control points and tie and reference the survey corners at two points to the Texas State Plane Coordinate System North Central Zone 1983-1999 datum. The Point of Beginning shall be clearly marked including State Plan Coordinates NAD 83. 5. An accurate location of the subdivision in reference to the deed records of the county which shall include volume and pages of the deed of the property to be subdivided. 6. In title box list plat type (Final Plat) 7. Legal description acreage doesn’t match acreage in title block Informational Comments 1. The property is within the City of Sanger. 2. The Final Plat will be scheduled for Planning and Zoning (P&Z) Commission meeting on Monday, June 9, 2025, and the City Council meeting on Monday, July 7, 2025. 333 Item 16. June 3, 2025 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Lois Road Estates Filing 3 Construction Plans Review Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Phase 3 Construction Plans for Lois Road Estates. The submittal was prepared by Atwell and was received on May 19th, 2025. General Comments 1. Please address comments on attached markups and provide annotated responses on markups. Please note, all comments may not be written on letter since some comments are easier to show and explain on the markups. Please annotate markup with responses. 2. Please note additional comments may be provided in subsequent reviews once additional data/responses is received. Hydrology and Hydraulics 1. Please provide profiles for Runs 19 and 20 for storm sewer pipes. See sheets 146 and 147 “Storm Sewer Plan & Profiles Run 19” and “Storm Sewer Plan & Profiles Run 20“. Response: These profiles have been corrected to display. Halff Review: Run 20 has been updated, please provide profile for Run 19. Halff Review 2: Runs 19 and 20 plan and profiles are not in the current phase of the project. Please note that phases including these areas will not be approved until these comments are addressed. Halff Construction Plan Review: Comment will move to Filing 4 because it is not located within the area of this submittal. 2. Please provide pipe slopes and dimensions for the profiles in Runs 31 and 32 for storm sewer pipes. See sheets 159 and 160 “Storm Sewer Plan & Profiles Run 31” and “Storm Sewer Plan & Profiles Run 32“. Response: Pipe sizes and slopes have been added to the profile Halff Review: Addressed 3. Pipe on north side of site appears to discharge into a separate system than every other pipe in design and does not appear to discharge into detention pond. Please provide more detail on where this pipe outfalls and provide supporting calculations to show that discharges are not increasing from existing to proposed conditions and/or no negative impacts occur. See sheet 5 “Overall Utility Plans Overall”. Response: This pipe is existing and will be demolished. The style has been changed and a label has been added to the plan Halff Review: Style unchanged on existing pipe on sheet 5. Please revise. Halff Review 2: Addressed 334 Item 16. Ms. Ramie Hammonds June 3, 2025 Page 2 of 4 4. Pipe on sheet 127 “Storm Sewer Plan & Profiles Run 1” has no upstream connection. Please revise such that it is connected to the rest of the storm sewer system Response: The upstream pipe has been added to the profile view Halff Review: Addressed 5. Please provide existing and proposed drainage area map(s) and calculations. Submittal will need to show that no increases in discharges occurs between existing and proposed conditions. Halff Review: Addressed 6. Please provide hydraulic grade line calculations and profiles for all storm sewer profiles. Response: Existing and proposed drainage maps have been added to the plan set Halff Review: Please provide HGL for Run 15. See Sheet 152 “Storm Sewer Plan & Profiles Run 15” Halff Review 2: Run 15 plan and profile has been removed from current plan sheet. Please note that Phases including these areas will not be approved until these comments are addressed. Halff Construction Plan Review: Please provide HGL for Run 5. See Sheet 52 “Storm Sewer Plan & Profiles Run 5” 7. Please provide pipe velocities and calculations for all storm pipes. Response: Hydraulic calculations have been added to the plan set Halff Review: Please provide calculations for Runs 1 and 33. Please see sheets 174 and 175. Halff Review 2: Previous comment was not addressed. Please provide calculations for Runs 1 and 33. Please see sheets 81 and 82. Halff Construction Plan Review: Addressed 8. Please provide inlet calculation sheets. Also please show inlet length and type on plan view in sheets. Response: Inlet calculations calculations have been added to the plan set Halff Review: Addressed 9. Please provide easements for storm sewer and detention ponds per § 10.106(d)(10)(E) Response: Easements for storm sewer and drainage facilities have been added to the plan and plat Halff Review: Addressed 10. Please provide calculations showing that detention pond will drain within 24 hours per § 10.106(d)(10)(F). Response: Pond drainage calculations have been added to the pond plan Sheets Halff Review: Addressed 11. Please provide emergency spillway for ponds A, B, and C. Response: Emergency spillways have been added to ponds A, B and C Halff Review: Addressed 12. Ponds have 1-foot of freeboard, but do not account for sediment storage. Please provide 2 feet of sediment storage for the 100-year storm per § 10.106(d)(10)(A). Response: Pond design has been revised to have adequate freeboard and sediment storage. Halff Review: Addressed 13. Please provide pond bottom slope per ordinance § 10.106(d)(10)(C). Response: Pond slopes have been added to the pond plans Halff Review: Addressed 335 Item 16. Ms. Ramie Hammonds June 3, 2025 Page 3 of 4 14. For ponds A, B and C, please provide HY8 models used for culvert calculations. Response: HY8 model calculations and results have been added to the pond Plans Halff Review: Addressed 15. Please provide longest flow paths and time of concentration calculations used for calculating time of concentration for each pond. Response: Flow path and Tc calculations have been added to the pond plan sheets Halff Review: Addressed 16. Pond D: a. Please provide emergency spillway weir and orifice elevations along pond D . Response: Emergency spillway weir and orifice elevation have been added to Pond D plans Halff Review: Addressed b. Please provide flow master model used for spillway and orifice calculations. Response: Spillway and orifice calculations have been added to the pond plan sheets Halff Review: Addressed c. Worksheet shows velocity of 10.35 ft/s leaving pond. Please include design for energy dissipation downstream of this structure or revise design. See § 10.106(d)(6)(B)(iii) Response: Energy dissipation has been added to the pond design Halff Review: Addressed d. GVF Output Data lists velocity as “Infinity ft/s”. Please revise. See sheet 164 “Pond D Plan and Details”. Response: Velocities have been recalculated and revised on the plans. Halff Review: Addressed 17. Please note that an Environmental Assessment will be needed on the 3 existing ponds on this site to determine impact of proposed development on wetlands. See Section 404 of Clean Water Act. See sheet 4 “General Notes & Plans, Existing Conditions.” Response: Comment noted. The Environmental Assessment is in process and will be provided upon completion. Halff Review: Addressed 2nd Review Additional Comments: 18. Design HGL less than pipe invert in lateral line calculations. Please see sheets 176 and 177. Please revise. Halff Review: Previous comment was not addressed. Please check Design HGL calculations on Sheets 83 and 84. Halff Construction Plan Review: Calculations for laterals not provided. Please provide calculations for Lateral lines. Final Plat First Review Comments: 19. Pipe drains unmitigated off site. Please see Sheet 68: “Storm Sewer Plan & Profiles Run 4” Please note that even if the entire site plan was approved, each phase needs to meet Sanger requirements as well. Please provide interim design to mitigate discharges. 336 Item 16. Ms. Ramie Hammonds June 3, 2025 Page 4 of 4 Halff Construction Plan Review: Addressed Construction Plan Review Comments: 20. Energy Dissipation riprap not aligned with system outfall for Pond D. Please updated riprap or outfall location so that they line up. Please see Page 60 “Pond Plan and Details Pond D”. If you have any questions or need additional information, please do not hesitate to call me at (214) 937- 3954. Sincerely, HALFF TBPELS Firm No. 312 Randall Peterman, PE, CFM, ENV SP 337 Item 16. June 3, 2025 AVO 37449.004 Ms. Ramie Hammonds Development Services Director/Building Official City of Sanger 201 Bolivar Street P.O. Box 1729 Sanger, Texas 76266 Re: Lois Road Estates Phase 3 Final Plat - Review #1 Dear Ms. Hammonds, Halff was requested by the City of Sanger to review the Final Plat for the Lois Road Estates Subdivision. The submittal was prepared by Atwell and was received on May 20, 2025. We have completed our review and offer the following comments: Final Plat 1. Provide the owner’s name per § 10.104(d)(10)(W). 2. Provide closure report per § 10.104(d)(10)(B). 3. Show the plat type ("Final") on all sheets / title blocks per § 10.104(d)(10)(O)(i). 4. Clarify if the owner is JST Holdins 04 Business LLC or Kalter Capital. 5. Show / identify the centerline of existing street. Dimensions from centerline to edges of existing and proposed right-of-way on both sides of the centerline per §10.104(d)(10)(H)(iv). 6. According to the legend, the open circle refers to found iron rods. Correct and check all sheets for consistency. 7. Confirm the shading of Lois Rd, Jack St, and Bexar St. represent granted ROW per the Phase 1 submittal. 8. Show setback limits set forth in PD in each lot or typical lot layouts. 9. Provide 3" x 3" recording box at the lower right-hand corner per §10.104(d)(10)(N) on all plat sheets. Notes 10. Confirm manholes are to be 1' above ground in non-pavement areas. Street Sections 11. Update reference sheet #'s (Typical) 12. Provide pavement thickness, bar sizes / spacing, and concrete strength. Confirm that design meets §10.106(b) Street Paving - Concrete requirements. 338 Item 16. 13. Per § 5.701(c) and the FH Detail 4120 on Sheet 71, a minimum of 3' is required between the back of curb and the FH. Correct this detail or modify the FH detail accordingly. Overall Utility Plans Area-01 14. Show sewer and water services to individual lots. (Typical) Overall Grading Area-01 15. Clarity what these circled letter symbols are supposed to represent. If they are Block Numbers, they don't match the plat. (Typical) 16. Update Phase 3 grading based on Phase 1 and 2 updated grading. 17. Ensure grading does not exceed 4:1 (Typical). Overall Grading Area-02 18. Show "existing" contours from Phase 1. Steet Plan & Profiles – Austin Ln 19. Please revise and update K-value and curve length per Table 4-12: Minimum K and L as a Function of A of the TxDOT Roadway Design Manual. (Typical) 20. Provide passing spaces, 60 inches by 60 inches, every 200 feet along 4’ sidewalks per PROWAG R302.3. (Typical) Utility Profiles 21. Provide flow lines every 50ft on all utility profiles (Typical) Construction Details – Water Details 22. Confirm min. placement with typical section note 23. Provide embedment details for water, sewer, and storm pipes If you have any questions or need additional information, please do not hesitate to call me at (817) 764-7468. Sincerely, Keith Freeman, PE HALFF Firm No. 0312 339 Item 16. SITE LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 ” ” ” ” ” ” ” ” ” “ ’ 01 ’ ‘ Provide the owner's name per § 10.104(d)(10)(W) Provide closure report per § 10.104(d)(10)(B). Show the plat type ("Final") on all sheets / title blocks per § 10.104(d)(10)(O)(i). Clarify if the owner is JST Holdins 04 Business LLC or Kalter Capital. Provide 3" x 3" recording box at the lower right-hand corner per §10.104(d)(10)(N) on all plat sheets. 340 Item 16. ////////////////////////////////////////////////////////////////// /// ////// /// /// /// /// /////////////////////////////////////////////////////////////// /// /// ///•• S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L W W W 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 /////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 341 Item 16. /////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 03 According the legend, the open circle refers to found iron rods. Correct and check all sheets for consistency. Confirm the shading of Lois Rd, Jack St, and Bexar St. represent granted ROW per the Phase 1 submittal. Show setback limits set forth in PD in each lot or typical lot layouts. 342 Item 16. /////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 04 343 Item 16. /////////////////////////// /// LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 05 344 Item 16. LO I S R O A D E S T A T E S S U B D I V I S I O N 17 6 R E S I D E N T I A L L O T S - 1 0 H O A L O T S RE U B E N B E B E E S U R V E Y , A B S T . N O . 2 9 45 . 2 5 A C R E S - 8 . 5 4 A C R E S R O W CI T Y O F S A N G E R , D E N T O N C O U N T Y T E X A S P L A T F I L I N G N O . 3 SHEET OF 06 BEING 45.25 ACRES OF LAND OUT OF THE REUBEN BEBEE SURVEY, ABSTRACT NUMBER 29 IN THE CITY OF SANGER, DENTON COUNTY, TEXAS LOIS ROAD ESTATES SUBDIVISION PLAT FILING NO. 3 06 345 Item 16. SITE LOIS ROAD ESTATES - FILING NO. 3 SITUATED IN THE CITY OF SANGER, COUNTY OF DENTON, STATE OF TEXAS CONSTRUCTION PLANS R Callbefore you dig. below.Know what's ” ” ” ” ” ” ” ” ” 346 Item 16. R Callbefore you dig. below.Know what's Confirm manholes are to be 1' above ground in non-pavement areas. 347 Item 16. R Callbefore you dig. below.Know what's Update reference sheet #'s (Typical) Provide pavement thickness, bar sizes / spacing, and concrete strength. Confirm that design meets §10.106(b) Street Paving - Concrete requirements. Per § 5.701(c) and the FH Detail 4120 on Sheet 71, a minimum of 3' is required between the back of curb and the FH. Correct this detail or modify the FH detail accordingly. 348 Item 16. ////////////////// ///////////////////// //////////////////////////////////////////////// /// /// ////// /// /// /// /// /// //////////////////////////////////////////////////////////////////////////////////// /// /// /// ///••• ///////// //////////// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OH US L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 202.69 ACRES STC GROUP MILLER, LLC DOC. NO. 2021-195695 O.R.D.C.T. 202.45 ACRES 8,818,876 SQ. FT. CALLED 15.00 ACRES MILDRED E. HUNT DOC. NO. 2019-5766 O.R.D.C.T. LOT 1 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 2 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 3 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 4 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. STONE RETAINING WALL 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 W W W W ALL IN PROPERTIES LLC PNKT1 LLC PNKT1 LLC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 349 Item 16. ////////////////// ///////////////////// //////////////////////////////////////////////// /// /// ////// /// /// /// /// /// //////////////////////////////////////////////////////////////////////////////////// /// /// /// ///••• ////// /////////////// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OH US L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L 15' PUBLIC UTILITY EASEMENT DOC. NO. 2022-196 P.R.D.C.T. R Callbefore you dig. below.Know what's 350 Item 16. ///////////////////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////////////////// /////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHU OHU OHU OHU OH U OH U OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L R Callbefore you dig. below.Know what's //////////////////////////////////// /// Show sewer and water services to individual lots. (Typical) 351 Item 16. //////////////////////// /// /// /// /// ////// ////// /// ////// ////// /// /// /// /// /// /// /// /// /// /// /// /// /////////////// ///////////////////// ////// /// /// /// ////// /// /// ••••••••••• /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OHU OHU OHU OHU OHU OH U OH U OHU OH U OH U OH U OH U OH U OH U S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L R Callbefore you dig. below.Know what's //////////////////////////////////// /// 352 Item 16. R Callbefore you dig. below.Know what's //////////////////////////////////// /// 353 Item 16. /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU R Callbefore you dig. below.Know what's //////////////////////////////////// /// 354 Item 16. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R Callbefore you dig. below.Know what's //////////////////////////////////// /// 355 Item 16. R Callbefore you dig. below.Know what's 356 Item 16. //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////// /////////////// ////////////////// /////////////////////////////////////////////////////////////////////////////////////////////////// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OH U OH U OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L R Callbefore you dig. below.Know what's //////////////////////////////////// /// Clarity what these circled letter symbols are supposed to represent. If they are Block Numbers, they don't match the plat. (Typical) Ensure grading does not exceed 4:1 (Typical) 357 Item 16. //////////////////////// /// /// /// /// /// /// /// ////// ////// ////// /// /// /// ////// /// /// /// /// /// /// /// /// /// ////// ////// /// /// /// //////////// /////////////////////////// /// ////// /// /// ////// /// /// /// ////// •••••••••••••• /// /// /// /// /// /// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OHU OHU OHU OHU OH U OH U OH U OH U OH U OH U OH U OH U OH U S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L R Callbefore you dig. below.Know what's //////////////////////////////////// /// Show "existing" contours elevations from Phase 1 358 Item 16. R Callbefore you dig. below.Know what's //////////////////////////////////// /// 359 Item 16. /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R Callbefore you dig. below.Know what's //////////////////////////////////// /// 360 Item 16. R Callbefore you dig. below.Know what's //////////////////////////////////// /// 361 Item 16. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R Callbefore you dig. below.Know what's //////////////////////////////////// /// 362 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// BEXAR ST Show cut-off information Provide passing spaces, 60 inches by 60 inches, every 200 feet along 4’ sidewalks per PROWAG R302.3. (Typical) 363 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// AUSTIN LN Please revise and update K-value and curve length per Table 4-12: Minimum K and L as a Function of A of the TxDOT Roadway Design Manual 364 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// BLANCO ST Provide leader to curve data to actual curve and bold like other text this sheet. (Typical) Label all inlets (Typical) 365 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// TARRANT ST 366 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// SHERMAN ST 367 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// SABINE ST 368 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// DALLAS DR 369 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// DALLAS DR 370 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// BRAZOS ST 371 Item 16. /// OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU Know what's below. before you dig.Call R //////////////////////////////////// /// FRANKLIN ST 372 Item 16. OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU Know what's below. before you dig.Call R //////////////////////////////////// /// KNUCKLE BLANCO ST - FRANKLIN ST 373 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// KNUCKLE SHERMAN ST - BLANCO ST KNUCKLE SABINE ST - SHERMAN ST 374 Item 16. ∅ ∅ ∅ RUN 1-1 Know what's below. before you dig.Call R //////////////////////////////////// /// 20.Provide flow lines every 50ft on all utility profiles (Typical) 375 Item 16. ∅ ∅ ∅ RUN 1-2 Know what's below. before you dig.Call R //////////////////////////////////// /// 376 Item 16. ∅ ∅ Know what's below. before you dig.Call R //////////////////////////////////// /// RUN 2-1 377 Item 16. ∅ ∅ ∅ ∅ RUN 2-2 Know what's below. before you dig.Call R //////////////////////////////////// /// 378 Item 16. ∅ ∅ ∅ ∅ RUN 3-1 Know what's below. before you dig.Call R //////////////////////////////////// /// 379 Item 16. ∅ ∅ ∅ ∅ RUN 3-2 Know what's below. before you dig.Call R //////////////////////////////////// /// 380 Item 16. ∅ ∅ ∅ RUN 4 Know what's below. before you dig.Call R //////////////////////////////////// /// 381 Item 16. ∅ ∅ RUN 5 Know what's below. before you dig.Call R //////////////////////////////////// /// 382 Item 16. ∅ ∅ ∅ ∅ RUN 6 Know what's below. before you dig.Call R //////////////////////////////////// /// 383 Item 16. ∅ ∅ ∅ ∅ RUN 7 Know what's below. before you dig.Call R //////////////////////////////////// /// 384 Item 16. ∅ ∅ ∅ RUN 8 Know what's below. before you dig.Call R //////////////////////////////////// /// 385 Item 16. ∅ ∅ ∅ RUN 9-1 Know what's below. before you dig.Call R //////////////////////////////////// /// 386 Item 16. ∅ ∅ RUN 9-2 Know what's below. before you dig.Call R //////////////////////////////////// /// 387 Item 16. ∅ ∅ ∅ RUN 10 Know what's below. before you dig.Call R //////////////////////////////////// /// 388 Item 16. ∅ ∅ ∅ RUN 11 Know what's below. before you dig.Call R //////////////////////////////////// /// 389 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// FORCEMAIN RUN 1-1 390 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// FORCEMAIN RUN 1-2 391 Item 16. RUN 1 Know what's below. before you dig.Call R //////////////////////////////////// /// 392 Item 16. OHU OHU OHU OHU OHU OHU RUN 2 Know what's below. before you dig.Call R //////////////////////////////////// /// 393 Item 16. RUN 3-1 Know what's below. before you dig.Call R //////////////////////////////////// /// 394 Item 16. RUN 3-2 Know what's below. before you dig.Call R //////////////////////////////////// /// 395 Item 16. RUN 4 Know what's below. before you dig.Call R //////////////////////////////////// /// 396 Item 16. RUN 5 Know what's below. before you dig.Call R //////////////////////////////////// /// 397 Item 16. RUN 6 Know what's below. before you dig.Call R //////////////////////////////////// /// 398 Item 16. RUN 7 Know what's below. before you dig.Call R //////////////////////////////////// /// 399 Item 16. Know what's below. before you dig.Call R //////////////////////////////////// /// EXISTING RUN 2-1 400 Item 16. R Callbefore you dig. below.Know what's 401 Item 16. R Callbefore you dig. below.Know what's 402 Item 16. ////////////////// ///////////////////// //////////////////////////////////////////////// /// /// ////// /// /// /// /// /// //////////////////////////////////////////////////////////////////////////////////// /// /// /// ///••• ////// /////////////// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OH US L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 PONDPOND POND GU L F - C O L O R A D O A N D S A N T A F E R A I L R O A D CALLED 223.35 ACRES SANGER LAND DEVELOPMENT, LLC DOC.NO. 2019-16167 R.P.R.D.C.T. CALLED 15.00 ACRES MILDRED E. HUNT DOC. NO. 2019-5766 O.R.D.C.T. LOT 1 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 2 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 3 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 4 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. BLOCK L SANGER CIRCLE, PHASE 6B DOC. NO. 2022-196 CALLED 25.35 ACRES CITY OF SANGER VOL. 1125, PG. 943 D.R.D.C.T. LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 15' PUBLIC UTILITY EASEMENT DOC. NO. 2022-196 P.R.D.C.T. COSERV ELECTRIC EASEMENT DOC. NO. 2022-68384 R.P.R.D.C.T. STONE RETAINING WALL DEDICATION W W W W WWW 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 W ALL IN PROPERTIES LLC PNKT1 LLC PNKT1 LLC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 403 Item 16. ////////////////// //////////////////////// ///////////////////////////////////////////// /// /// ////// /// /// /// /// /// //////////////////////////////////////////////////////////////////////////////////// /// /// /// ///••• ////// /////////////// /// /// X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHU OHU OHU OH U OHU OH U S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 PONDPOND POND CALLED 202.69 ACRES STC GROUP MILLER, LLC DOC. NO. 2021-195695 O.R.D.C.T. 202.45 ACRES 8,818,876 SQ. FT. GU L F - C O L O R A D O A N D S A N T A F E R A I L R O A D LO T 2 O.R.D.C.T.30 ' R O W D E D I C A T I O N CALLED 15.00 ACRES MILDRED E. HUNT DOC. NO. 2019-5766 O.R.D.C.T. LOT 1 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 2 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 3 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 4 BLOCK ONE ABNEY ACRES CAB. M, PG. 64 P.R.D.C.T. LOT 15 LOT 16 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 39 COSERV ELECTRIC EASEMENT DOC. NO. 2022-68384 R.P.R.D.C.T. LOT2 40' RIGHT-OF-WAY DEDICATION LOIS ROAD EAST STONE RETAINING WALL 30' RIGHT-OF-WAY DEDICATION 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 W W W W ALL IN PROPERTIES LLC PNKT1 LLC PNKT1 LLC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 404 Item 16. POND D R Callbefore you dig. below.Know what's //////////////////////////////////// /// EMERGENCY SPILLWAY CALCULATIONS 100-YR OUTFALL VELOCITY CALCULATIONS 405 Item 16. SECTION A-A SECTION B-B SECTION C-C R Callbefore you dig. below.Know what's //////////////////////////////////// /// STONE RETAINING WALL 406 Item 16. R Callbefore you dig. below.Know what's 407 Item 16. R Callbefore you dig. below.Know what's 408 Item 16. R Callbefore you dig. below.Know what's 409 Item 16. R Callbefore you dig. below.Know what's 410 Item 16. R Callbefore you dig. below.Know what's Consider crossing out details / sections not used on this project. (Typical) 411 Item 16. R Callbefore you dig. below.Know what's 412 Item 16. R Callbefore you dig. below.Know what's 413 Item 16. R Callbefore you dig. below.Know what's 414 Item 16. R Callbefore you dig. below.Know what's 415 Item 16. R Callbefore you dig. below.Know what's Confirm min. placement with typical section note 416 Item 16. R Callbefore you dig. below.Know what's Provide embedment details for water, sewer, and storm pipes 417 Item 16. ///////////////////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////////////////// /////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHU OHU OHU OHU OH U OH U OHU OHU S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L LOT 1 MCCORMICK ADDITION DOC. NO. 2012-53 P.R.D.C.T. CALLED 6.151 ACRES JERRY MCCUISTION ET UX, SABRINA JEAN MCCUISTION VOL. 1010, PG. 761 R.P.R.D.C.T. CALLED 6.151 ACRES DANNY MCCUISTION ET UX, JEANENE MCCUISTION VOL. 1010, PG. 770 R.P.R.D.C.T. CALLED 1.798 ACRES JODY ROBERTS DOC. NO. 2006-17710 O.R.D.C.T. COSERV ELECTRIC EASEMENT DOC. NO. 2022-68384 R.P.R.D.C.T. LOIS ROAD EAST LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSF SF SF S F SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SFSFSFSFSFSFSF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF S F SF LOC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 418 Item 16. //////////////////////// /// /// /// /// ////// ////// /// ////// ////// /// /// /// /// /// /// /// /// /// /// /// /// /////////////// ///////////////////// ////// /// /// /// ////// /// /// ••••••••••• /// /// /// /// OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U OHU OHU OHU OHU OHU OH U OH U OHU OH U OH U OH U OH U OH U OH U S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L S L CALLED 1.798 ACRES JODY ROBERTS DOC. NO. 2006-17710 O.R.D.C.T. LOT 9 LOT 10 LOT 11 LOT 12 30 ' R O W D E D I C A T I O N JORDAN ACRES VOLUME 9, PAGE 37 CAB. A, PG. 159 P.R.D.C.T. 30' RIGHT-OF-WAY DEDICATION LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LO D SF SF SF SF SF SF S F SF SF SF SF SF S F SF SF SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SFSFSFSFSFSFSF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 419 Item 16. REUBEN B E B E E S U R V E Y , ABSTRACT N O . 2 9 CALLED 202.69 ACRES STC GROUP MILLER, LLC 202.45 ACRES 8,818,876 SQ. FT. LOD LO D LO D LO D LO D L O D LO D LO D LO D LO D LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SFSFSFSF SF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF S F SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SFSFSF S F SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF LOC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 420 Item 16. /// /// /// OHU CALLED 15.00 ACRES MILDRED E. HUNT DOC. NO. 2019-5766 O.R.D.C.T. LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLOD LO D LO D LO D SFSFSF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 421 Item 16. POND CALLED 202.69 ACRES STC GROUP MILLER, LLC DOC. NO. 2021-195695 O.R.D.C.T. LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LO D LO D LODLODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D LO D SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF LOC R Callbefore you dig. below.Know what's //////////////////////////////////// /// 422 Item 16. R Callbefore you dig. below.Know what's 423 Item 16. R Callbefore you dig. below.Know what's 424 Item 16. Atmos Energy Corporation P.O. Box 223705 Dallas, TX 75222-3705 P 214-206-2568 l F 214-206-2126 l christopher.felan@atmosenergy.com June 25, 2025 To The Honorable Mayor and City Council Re: Update to Atmos Energy Corporation’s Conservation and Energy Efficiency Tariff Dear Mayor and City Council, Please find enclosed updated copies of the company's residential and commercial tariffs. These tariffs include a conservation and energy efficiency component. This tariff is effective July 1, 2025 and provides opportunities for your citizens to participate in various energy efficiency programs and appliance rebates. This filing is for informational purposes only and no action is required on your part. If you have any questions, please feel free to contact me. Sincerely, Chris Felan Vice President, Rates & Regulatory Affairs Atmos Energy, Mid-Tex Division Enclosures: Residential tariffs Commercial tariffs 425 Item 17. MID-TEX DIVISION RRC Tariff No: 33012 ATMOS ENERGY CORPORATION RATE SCHEDULE: R – RESIDENTIAL SALES APPLICABLE TO: ALL CUSTOMERS IN THE MID-TEX DIVISION IN THE ATMOS TEXAS MUNICIPALITIES COALITION (“ATM”) EFFECTIVE DATE: Bills Rendered on or after 07/01/2025 PAGE 31 Application Applicable to Residential Customers for all natural gas provided at one Point of Delivery and measured through one meter. Type of Service Where service of the type desired by Customer is not already available at the Point of Delivery, additional charges and special contract arrangements between Company and Customer may be required prior to service being furnished. Monthly Rate Customer's monthly bill will be calculated by adding the following Customer and Ccf charges to the amounts due under the riders listed below: Charge Amount Customer Charge per Bill $ 18.85 per month Rider CEE Surcharge $ 0.03 per month1 Interim Rate Adjustment (“IRA”) $ 29.06 per month2 Total Customer Charge $ 47.94 per month Commodity Charge – All Ccf $0.14846 per Ccf Gas Cost Recovery: Plus an amount for gas costs and upstream transportation costs calculated in accordance with Part (a) and Part (b), respectively, of Rider GCR. Weather Normalization Adjustment: Plus or Minus an amount for weather normalization calculated in accordance with Rider WNA. Franchise Fee Adjustment: Plus an amount for franchise fees calculated in accordance with Rider FF. Rider FF is only applicable to customers inside the corporate limits of any incorporated municipality. Tax Adjustment: Plus an amount for tax calculated in accordance with Rider TAX. Surcharges: Plus an amount for surcharges calculated in accordance with the applicable rider(s). Agreement An Agreement for Gas Service may be required. Notice Service hereunder and the rates for services provided are subject to the orders of regulatory bodies having jurisdiction and to the Company’s Tariff for Gas Service. 1 Reference Rider CEE - Conservation and Energy Efficiency as approved in GUD 10170. Surcharge billing effective July 1, 2025. 2 2018 IRA - $2.84, 2019 IRA - $4.71, 2020 IRA - $4.54, 2021 IRA - $5.15, 2022 IRA - $5.09, 2023 IRA - $6.73. 426 Item 17. MID-TEX DIVISION RRC Tariff No: 33012 ATMOS ENERGY CORPORATION RATE SCHEDULE: R – RESIDENTIAL SALES APPLICABLE TO: ALL CUSTOMERS IN THE MID-TEX DIVISION IN THE ATMOS TEXAS MUNICIPALITIES COALITION (“ATM”) EFFECTIVE DATE: Bills Rendered on or after 07/01/2024 PAGE 32 Exhibit A Cities in the Atmos Texas Municipalities Coalition: AUSTIN STAR HARBOR BALCH SPRINGS TRINIDAD BANDERA WHITNEY BLOOMING GROVE BURNET CAMERON CEDAR PARK CLIFTON COMMERCE COPPERAS COVE CORSICANA ELECTRA FREDERICKSBURG GATESVILLE GOLDTHWAITE GRANBURY GREENVILLE GROESBECK HAMILTON HEATH HENRIETTA HICKORY CREEK HICO HILLSBORO LAMPASAS LEANDER LONGVIEW MARBLE FALLS MART MEXIA OLNEY PFLUGERVILLE POINT PRINCETON RANGER RICE RIESEL ROCKDALE ROGERS ROUND ROCK SAN ANGELO SANGER SOMERVILLE 427 Item 17. MID-TEX DIVISION RRC Tariff No: 33011 ATMOS ENERGY CORPORATION RATE SCHEDULE: C – COMMERCIAL SALES APPLICABLE TO: ALL CUSTOMERS IN THE MID-TEX DIVISION IN THE ATMOS TEXAS MUNICIPALITIES COALITION (“ATM”) EFFECTIVE DATE: Bills Rendered on or after 07/01/2025 PAGE 33 Application Applicable to Commercial Customers for all natural gas provided at one Point of Delivery and measured through one meter and to Industrial Customers with an average annual usage of less than 30,000 Ccf. Type of Service Where service of the type desired by Customer is not already available at the Point of Delivery, additional charges and special contract arrangements between Company and Customer may be required prior to service being furnished. Monthly Rate Customer's monthly bill will be calculated by adding the following Customer and Ccf charges to the amounts due under the riders listed below: Charge Amount Customer Charge per Bill $ 43.50 per month Rider CEE Surcharge $ 0.01 per month1 Interim Rate Adjustment (“IRA”) $ 93.18 per month2 Total Customer Charge $ 136.69 per month Commodity Charge – All Ccf $ 0.09165 per Ccf Gas Cost Recovery: Plus an amount for gas costs and upstream transportation costs calculated in accordance with Part (a) and Part (b), respectively, of Rider GCR. Weather Normalization Adjustment: Plus or Minus an amount for weather normalization calculated in accordance with Rider WNA. Franchise Fee Adjustment: Plus an amount for franchise fees calculated in accordance with Rider FF. Rider FF is only applicable to customers inside the corporate limits of any incorporated municipality. Tax Adjustment: Plus an amount for tax calculated in accordance with Rider TAX. Surcharges: Plus an amount for surcharges calculated in accordance with the applicable rider(s). Agreement An Agreement for Gas Service may be required. Notice Service hereunder and the rates for services provided are subject to the orders of regulatory bodies having jurisdiction and to the Company’s Tariff for Gas Service. Presumption of Plant Protection Level For service under this Rate Schedule, plant protection volumes are presumed to be 10% of normal, regular, historical usage as reasonably calculated by the Company in its sole discretion. If a customer believes it needs to be modeled at an alternative plant protection volume, it should contact the company at mdtx-div-plantprotection@atmosenergy.com. 1 Reference Rider CEE - Conservation and Energy Efficiency as approved in GUD 10170. Surcharge billing effective July 1, 2025. 2 2018 IRA - $8.74, 2019 IRA - $14.54, 2020 IRA - $14.48, 2021 IRA - $16.47, 2022 IRA - $16.63, 2023 IRA - $22.32. 428 Item 17. MID-TEX DIVISION RRC Tariff No: 33011 ATMOS ENERGY CORPORATION RATE SCHEDULE: C – COMMERCIAL SALES APPLICABLE TO: ALL CUSTOMERS IN THE MID-TEX DIVISION IN THE ATMOS TEXAS MUNICIPALITIES COALITION (“ATM”) EFFECTIVE DATE: Bills Rendered on or after 07/01/2024 PAGE 34 Exhibit A Cities in the Atmos Texas Municipalities Coalition: AUSTIN STAR HARBOR BALCH SPRINGS TRINIDAD BANDERA WHITNEY BLOOMING GROVE BURNET CAMERON CEDAR PARK CLIFTON COMMERCE COPPERAS COVE CORSICANA ELECTRA FREDERICKSBURG GATESVILLE GOLDTHWAITE GRANBURY GREENVILLE GROESBECK HAMILTON HEATH HENRIETTA HICKORY CREEK HICO HILLSBORO LAMPASAS LEANDER LONGVIEW MARBLE FALLS MART MEXIA OLNEY PFLUGERVILLE POINT PRINCETON RANGER RICE RIESEL ROCKDALE ROGERS ROUND ROCK SAN ANGELO SANGER SOMERVILLE 429 Item 17. 11 Atmos Energy Corporation 5420 LBJ Freeway, Suite 1800 Dallas, TX 75240 P 214-206-2568 F 214-206-2126 Christopher.Felan@atmosenergy.com June 25, 2025 City Official Re: Rider GCR - Rate Filing under Docket No. 10170 Enclosed is Atmos Energy Corp., Mid-Tex Division's Statement of Rider GCR applicable for the July 2025 billing periods. This Statement details the gas cost component of the residential, commercial, and industrial sales rates for customers within your city. This filing is for informative purposes only and no action is required on your city's part. Should you have any questions, please let me know. Sincerely, Chris Felan Vice President, Rates and Regulatory Affairs Atmos Energy, Mid-Tex Division Attachment Chris Felan Vice President Rates & Regulatory Affairs 430 Item 18. Part (a) - Mid-Tex Commodity Costs Line (a)(b) 1 Estimated Gas Cost per Unit:$0.26087 2 Estimated City Gate Deliveries:52,436,690 3 Estimated Gas Cost:$13,679,159 4 Lost and Unaccounted For Gas %2.5932% 5 Estimated Lost and Unaccounted for Gas $354,728 6 Total Estimated City Gate Gas Cost:$14,033,887 7 Estimated Sales Volume:51,032,740 8 Estimated Gas Cost Factor - (EGCF)0.27500 9 Reconciliation Factor - (RF): 0.00000 10 Taxes (TXS):0.00000 11 Adjustment - (ADJ):0.00000 Btu Factor Per MMBtu 12 Gas Cost Recovery Factor - (GCRF) (Taxable)0.27500 per Ccf 0.1002 $2.7445 13 Customer Rate Relief - (CRR) (Non-Taxable)0.11800 per Ccf 0.1002 $1.1776 Part (b) - Pipeline Services Costs Line (a)(b)(c)(d)(e) Rate I - Industrial Service Rate R - Residential Rate C - Commercial Rate T - Transportation 1 Fixed Costs 14 Fixed Costs Allocation Factors [Set by GUD 10170]100.0000%64.3027%30.5476%5.1497% 15 a. Current Month Fixed Costs of Pipeline Services $63,899,298 41,088,974 19,519,702 3,290,622 16 b. Plus: Second Prior Month Recovery Adjustment $0 $0 $0 $0 17 Net Fixed Costs $63,899,298 $41,088,974 $19,519,702 $3,290,622 Commodity Costs 18 a. Estimated Commodity Cost of Pipeline Services $5,414,335 3,376,320 1,648,636 389,379 19 b. Plus: Second Prior Month Recovery Adjustment $0 $0 $0 $0 20 Net Commodity Cost of Pipeline Services $5,414,335 $3,376,320 $1,648,636 $389,379 21 Total Estimated Pipeline Costs (Line 16 + Line 19)$69,313,633 $44,465,294 $21,168,338 $3,680,001 22 Estimated Billed Volumes 66,026,850 Ccf 47,039,390 Ccf 4,728,984 MMBtu 23 Pipeline Cost Factor (PCF) [Line 20 / Line 21] (Taxable)0.67340 Ccf 0.45000 Ccf $0.7782 MMBtu 24 Gas Cost Recovery Factor - (GCRF) [Line 12] (Taxable)0.27500 Ccf 0.27500 Ccf $2.7445 MMBtu 25 Customer Rate Relief - (CRR) (Non-Taxable)0.11800 Ccf 0.11800 Ccf $1.1776 MMBtu 26 Rider GCR 1.06640 Ccf 0.84300 Ccf Rate I - $4.7003 MMBtu 27 Rate T -$0.7782 MMBtu 1 Industrial Service and Transportation are reported in MMBtu. An MMBtu conversion factor of .1002 is used to convert from Ccf. ATMOS ENERGY CORPORATION MID-TEX DIVISION STATEMENT OF RIDER GCR July, 2025 PREPARED IN ACCORDANCE WITH GAS UTILITIES DOCKET NO. 10170 431 Item 18.