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02/03/2025-CC-Agenda Packet-Regular
CITY COUNCIL MEETING AGENDA FEBRUARY 03, 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 overview of the Annual Financial Report and related audit by BrooksWatson & Co. for the fiscal year ending September 30, 2024. 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. SPECIAL PRESENTATIONS AND ANNOUNCEMENTS Mayoral proclamations, presentations of awards and certificates, and other acknowledgments of significant accomplishments or service to the community. 2. Employee Recognition and Appreciation. 1 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. 3. Consideration, acknowledgement, and acceptance of the annual financial report and related audit by BrooksWatson & Co. for the fiscal year ending September 30, 2024. 4. Consideration and possible action on Resolution 2025-03, appointing Municipal Deputy Court Clerk. 5. Consideration and possible action on the 2025 Facility Use Agreement between the City of Sanger and the Sanger Softball Association, and authorize the City Manager to execute said agreement. 6. Consideration and possible action on the 2025 Facility Use Agreement between the City of Sanger and the Sanger Youth Sports Association, and authorize the City Manager to execute said agreement. 7. Consideration and possible action on allowing the Police Department to surplus six (6) Taser X2 units and dispose of them via donation to the Valley View Police Department. 8. Consideration and possible action to purchase two new Ford F150 Patrol Trucks from Silsbee Ford utilizing TIPS Purchasing Cooperative with the costs not to exceed $149,000.00. 9. Consideration and possible action on authorizing staff to issue a Request for Proposal (RFP) for pricing for Concrete and Asphalt Labor and Materials. 10. Consideration and possible action on Ordinance 02-03-25, 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. 11. Consideration and possible action on the minutes from the December 19, 2024, meeting. 12. Consideration and possible action on the minutes from the January 6, 2025, meeting. 13. Consideration and possible action on the minutes from the January 21, 2025, meeting. 2 PUBLIC HEARING ITEMS 14. Conduct a public hearing on a request for a rezoning from Agricultural (A) to Planned Development (PD) of approximately 133.2 acres of land, described as A0029A R. BEEBE, TR 66, TR 67 & 68(PT), within the City of Sanger, and generally located North of FM 455 and east of the Santa Fe Railroad. ACTION ITEMS 15. Consideration and possible action on Ordinance 02-04-25 a zoning change from Agricultural (A) to Planned Development (PD) of approximately 133.2 acres of land, described as A0029A R. BEEBE, TR 67 & 68(PT), A0029A R. BEEBE, TR 66(PT), within the City of Sanger, and generally located North of FM 455 and east of the Santa Fe Railroad. 16. Consideration and possible action on a Final Plat of Blue Star Phase 2, being approximately 14.2225 acres of land described as A1066A J.M.A. RUIZ, TR 12 and 12A, within the City of Sanger, generally located east of I-35 and approximately 1746 feet south of Chisum Rd. 17. Consideration and possible action on the Final Plat of Clear Creek Intermediate School, being 13.356 acres, located in the City of Sanger, and generally located on the west side of South Stemmons Frwy approximately 667 feet south of the intersection of the Business I-35 ramp and South Stemmons Frwy. 18. Consideration and possible action on a Final Plat of Lane Ranch Phase 5, being approximately 26.105 acres of land described as REUBEN BEBEE SURVEY, ABST. NO. 29, within the City of Sanger, generally located north of McReynolds Road and approximately 1230 feet east of Lake Ridge Dr. 19. Consideration and possible action on the Final Plat of Sanger High School, being 55.886 acres, located in the City of Sanger, and generally located on the southeast corner of the intersection of FM 455 and Indian Lane. 20. Consideration and possible action on the Final Plat of Sanger Middle School, being 28.791 acres, located in the City of Sanger, and located at 105 Berry Street approximately 205 feet southwest of the intersection of Acker Street and Bolivar Street. 21. Consideration and possible action on approving the 90% construction plans and bid documents to repair leaks to the Porter Sports Park Pond provided by Halff Associates. 22. Consideration and possible action on Change Order No. 2 in the amount of $236,664.00 with Ana Site Construction, LLC for the additional work on water lines and authorize the City Manager to execute said Change Order No. 2. 3 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. 23. Rider GCR - Rate Filing under Docket No. 10170 - January 28, 2025 24. Financial Statements for November 2024 and December 2024. 25. Disbursements Report December 2024. 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. A. Allied Waste Systems, Inc. dba Republic Services of Lewisville B. Housing Discrimination Complaint of Zach Ipour and Sanger Laguna Azure, LLC, v City of Sanger, Texas Section 551.072. DELIBERATION REGARDING REAL PROPERTY For deliberations regarding the purchase, exchange, lease, or value of real property if deliberation in an open meeting would have a detrimental effect on the position of the governmental body in negotiations with a third person. Property acquisition for future City offices RECONVENE INTO REGULAR SESSION Reconvene into Regular Session and take any action deemed necessary as a result of Executive Session. 4 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 January 29, 2025, at 3:00 PM. /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. 5 CITY COUNCIL COMMUNICATION DATE: February 3, 2024 FROM: Clayton Gray, Chief Financial Officer AGENDA ITEM: Consideration, acknowledgement, and acceptance of the annual financial report and related audit by BrooksWatson & Co. for the fiscal year ending September 30, 2024. SUMMARY: The City is required under the Texas Local Government Code and the City Charter to have an audit of its financial statements each year. An independent Certified Public Accountant must conduct this audit. The audit was performed by BrooksWatson & Co. and was conducted following governmental accounting standards and fulfills the requirements set in state law. The audit resulted in an unmodified (“clean”) opinion indicating that the financial statements are presented fairly, in all material aspects, in accordance with generally accepted financial principles. The auditors presented the report and their findings in City Council Work Session. FISCAL INFORMATION: Budgeted: N/A RECOMMENDED MOTION OR ACTION: Staff recommends that the City Council accept the annual audit for the fiscal year ending September 30, 2023. ATTACHMENTS: The annual financial report for the year ended September 30, 2024. 6 Item 3. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Angelica Tobias, Director of Municipal Court AGENDA ITEM: Consideration and possible action on Resolution 2025-03, appointing Municipal Deputy Court Clerk. SUMMARY: Chapter 7, Section 7.106 of the City of Sanger Code of Ordinance provides for the appointment of a Municipal Deputy Court Clerk, who shall serve for terms of two years. Appoint Kylie Hackworth as Municipal Deputy Court Clerk. FISCAL INFORMATION: Budgeted: NO Amount: $0.00 GL Account: RECOMMENDED MOTION OR ACTION: Staff Approval ATTACHMENTS: Resolution No. 2025-03 7 Item 4. CITY OF SANGER, TEXAS RESOLUTION NO. 2025-03 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS, APPOINTING THE DEPUTY COURT CLERK OF THE SANGER MUNICIPAL COURT; AND PROVIDING AN EFFECTIVE DATE WHEREAS, Chapter 7, Section 7.106 of the City of Sanger Code of Ordinance provides for the appointment of a Municipal Deputy Court Clerk, who shall serve for terms of two years; and WHEREAS, the City Council finds it to be in the public interest to appoint the Municipal Deputy Court Clerk for the Sanger Municipal Court for two-year terms commencing on February 3, 2025. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS: SECTION 1. That Kylie Hackworth is hereby appointed as Deputy Court Clerk for the Municipal Court of the City of Sanger, Texas, for a term of two years commencing on February 3, 2025. SECTION 2. The City Manager is hereby authorized to oversee the daily operations and performance of the Deputy Court Clerk. SECTION 3. This Resolution shall be effective immediately upon its approval. DULY PASSED BY THE CITY COUNCIL OF THE CITY OF SANGER, TEXAS ON THE 3rd OF DAY FEBRUARY, 2025. ATTEST: APPROVED: ______________________________ _______________________________ Kelly Edwards, City Secretary Thomas E. Muir, Mayor 8 Item 4. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Ryan Nolting, Parks & Recreation Director AGENDA ITEM: Consideration and possible action on the 2025 Facility Use Agreement between the City of Sanger and the Sanger Softball Association, and authorize the City Manager to execute said agreement. SUMMARY: Before the season begins, the Sanger Softball Association enters into a Facility Use Agreement with the City of Sanger. This agreement outlines all items that the City of Sanger and the Sanger Softball Association are responsible for during the year. FISCAL INFORMATION: Budgeted: NO Amount: GL Account: RECOMMENDED MOTION OR ACTION: Staff recommends approval. ATTACHMENTS: City Council Communication S.S.A Facility Use Agreement 9 Item 5. 10 Item 5. 11 Item 5. 12 Item 5. 13 Item 5. 14 Item 5. 15 Item 5. 16 Item 5. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Ryan Nolting, Parks & Recreation Director AGENDA ITEM: Consideration and possible action on the 2025 Facility Use Agreement between the City of Sanger and the Sanger Youth Sports Association, and authorize the City Manager to execute said agreement. SUMMARY: Before the season begins, the Sanger Youth Sports Association enters into a Facility Use Agreement with the City of Sanger. This agreement outlines all items that the City of Sanger and Sanger Youth Sports Association are responsible for during the year. FISCAL INFORMATION: Budgeted: NO Amount: GL Account: RECOMMENDED MOTION OR ACTION: Staff recommends approval. ATTACHMENTS: City Council Communication S.Y.S.A Facility Use Agreement 17 Item 6. 18 Item 6. 19 Item 6. 20 Item 6. 21 Item 6. 22 Item 6. 23 Item 6. 24 Item 6. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Tyson Cheek, Chief of Police AGENDA ITEM: Consideration and possible action on allowing the Police Department to surplus six (6) Taser X2 units and dispose of them via donation to the Valley View Police Department. SUMMARY: The Sanger Police Department upgraded the Taser X2 models to the Taser 7 model in December of 2023. We have 10 working Taser X2 models in our storage. It has come to our attention that the Valley View Police Department is in need of an upgraded version of the Taser since what they currently have is older than what we have in storage. We would like to surplus out 6 of the Taser X2 units and the holsters that go with them, and donate them to the Valley View PD for use by their officers. All have been spark tested and are in good working order. Once received by Valley View PD, all further maintenance, repair or replacement is the responsibility of the Valley View Police Department. The serial numbers for the units to be donated are listed below: X2900E3WN X2900E3P2 X2900E3PD X2900C57X X2900E400 X2900C56V FISCAL INFORMATION: Budgeted: No Amount: GL Account: RECOMMENDED MOTION OR ACTION: Staff recommends approval. ATTACHMENTS: 25 Item 7. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Tyson Cheek, Chief of Police AGENDA ITEM: Consideration and possible action to purchase two new Ford F150 Patrol Trucks from Silsbee Ford utilizing TIPS Purchasing Cooperative with the costs not to exceed $149,000.00. SUMMARY: City Council approved the purchase of two new F-150s and two Chevy Tahoe police vehicles for FY 2024-2025. The original intent was to buy two (2) of each. The quotes we received when the original budget was completed was for 2024 Tahoes. No place we can locate has 24’s available and the total cost on 2025 Tahoes including upfit has gone up over $6000.00. Silsbee Ford has additional 2024 F150s police trucks available and the total cost for these trucks is still the same as the others we are purchasing including the upfit. The cost on the quote attached includes the full conversion (lights and sirens etc) into a police ready vehicle by Defender Supply. FISCAL INFORMATION: Budgeted: YES Amount: $149.000.00 GL Account: 001-20-6106 RECOMMENDED MOTION OR ACTION: Staff recommends approval. ATTACHMENTS: Quotes from Silsbee Ford. 26 Item 8. PRODUCT PRICING SUMMARY TIPS USA 210907 Automobiles VENDOR- Silsbee Ford, 1211 Hwy 96 N., Silsbee TX 77656 End User: CITY OF SANGER Prepared by: SETH GAMBLIN Contact: Phone: 512.436.1313 Email: Email: SGAMBLIN.SILSBEEFLEET@GMAIL.COM Product Description: FORD F150 RESPONDER Date: January 14, 2025 A. Bid Item: A. Base Price: $ 50,875.00 B. Factory Options Code Description Bid Price Code Description Bid Price W1P FORD 2024 RESPONDER 4X4 SHORT BED 998 3.5L V6 ECOBOOST $ - 44G 10 SPEED TRANS AUTO 18B BLACK PLATFORM RUNNING BOARDS $ 250.00 53A TRAILER TOW PACKAGE $ 1,325.00 67P REMOTE KEYLESS ENTRY KEY FOBS $ 340.00 Total of B. Published Options: $ 1,915.00 Published Option Discount (5%) $ (95.75) C. Unpublished Options $= 37.6 % Description Bid Price Options Bid Price EXTERIOR-WHITE DEFENDER INSTALL 38148 $ 19,863.00 INTERIOR- PG MEDIUM EARTH GRAY "NO CONSOLE" 150A- EQUIPMENT GROUP UNITS ON ORDER ** Total of C. Unpublished Options: $ 19,863.00 27 Item 8. D. Floor Plan Interest (for in-stock and/or equipped vehicles): $ 250.00 E. Lot Insurance (for in-stock and/or equipped vehicles): $ - F. Contract Price Adjustment: G. Additional Delivery Charge: 250 $ 437.50 H. Subtotal: $ 73,244.75 I. Quantity Ordered 2 x H = $ 146,489.50 J. Trade in: $ - K. L. Total Purchase Price $ 146,489.50 28 Item 8. 29 Item 9. 30 Item 9. 31 Item 9. 32 Item 9. 33 Item 9. 34 Item 9. 35 Item 9. 36 Item 9. 37 Item 9. 38 Item 9. 39 Item 9. 40 Item 9. 41 Item 9. 42 Item 9. 43 Item 9. 44 Item 9. 45 Item 9. 46 Item 9. 47 Item 9. 48 Item 9. 49 Item 9. 50 Item 9. 51 Item 9. 52 Item 9. 53 Item 9. 54 Item 9. 55 Item 9. 56 Item 9. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Jim Bolz, Director of Public Works AGENDA ITEM: Consideration and possible action on authorizing staff to issue a Request for Proposal (RFP) for pricing for Concrete and Asphalt Labor and Materials. SUMMARY: Staff is seeking approval for an RFP for pricing for concrete and asphalt labor and materials. Obtaining concrete and asphalt prices through an RFP ensures the city receives competitive pricing, which helps manage cost effectively and ensures good value for taxpayer dollars Allows for more flexibility in scheduling and the ability to respond quickly to urgent repairs or new projects as they arise. City’s ability to perform concrete and asphalt work in-house is restricted, making it necessary to seek external contractors for this specialized task. FISCAL INFORMATION: Budgeted: YES Amount: GL Account: 30-5360 RECOMMENDED MOTION OR ACTION: Staff recommends approval to move forward with RFP ATTACHMENTS: Request for Proposal for Concrete and Asphalt Labor and Material Invitation to Bid for Concrete and Asphalt Labor and Material 57 Item 9. CITY OF SANGER, TEXAS REQUEST FOR PROPOSAL RFP - ##### CONCRETE AND ASPHALT LABOR AND MATERIAL PROPOSAL DUE DATE: Time Date ISSUED BY: CITY OF SANGER PUBLIC WORKS DEPARTMENT 58 Item 9. 1. Introduction The City of Sanger is requesting proposals from qualified contractors to provide labor and materials for concrete and asphalt work at various locations throughout the city. These projects fall outside the normal street maintenance schedule and will occur throughout the year as needed. The work includes, but is not limited to, the installation and repair of concrete streets, sidewalks, curbs, gutters, and asphalt resurfacing and patching. The City seeks a qualified contractor who can provide high-quality services, competitive pricing, and efficient project completion. 2. Project Overview Scope of Work: The selected contractor will be responsible for providing both labor and materials for concrete and/or asphalt work as needed across multiple locations in the City of Sanger. Specific tasks include: o Concrete repairs and installation (streets, sidewalks, curbs, gutters, etc.) o Asphalt paving, resurfacing, and patching o Removal and disposal of old concrete and asphalt materials o Any necessary site preparation and grading o Proper sealing and finishing of all concrete and asphalt work Project Locations: The work will take place at multiple locations throughout the city, including residential areas, commercial districts, and municipal properties. The exact locations will be provided as specific projects are identified. Timeline: The contract will span one (1) year with the option for a one (1) year extension based on performance and agreement. Work will be required to be completed within specific timelines as determined for each project. Flexibility and availability to handle urgent repairs or new projects as they arise are crucial. 3. Evaluation Criteria Proposals will be evaluated based on the following criteria: 59 Item 9. Experience and Qualifications: Demonstrated experience in performing concrete and asphalt work, particularly in municipal settings. Price: Competitive pricing for materials and labor, with consideration for the overall value offered. References: Positive feedback from references on previous projects. 4. Submission Instructions Proposals must be submitted by [insert deadline date]. All proposals should be addressed to: City of Sanger – Public Works 502 Elm Street Sanger, Texas, 76266 publicworks@sangertexas.org 940-458-2571 Proposals received after the deadline will not be considered. 5. Terms and Conditions The City reserves the right to accept or reject any proposal based on its evaluation and assessment of the bids. The selected contractor must adhere to all project specifications and requirements as set forth in the RFP. The contractor will be required to provide regular updates and reports to the City regarding the status of ongoing projects. The City will not be responsible for an y costs incurred by proposers in preparing their submissions. 6. Questions and Clarifications For any questions or requests for clarification regarding this RFP, please contact Jim Bolz, Director of Public Works, jbolz@sangertexas.org. All questions or request for clarification must be submitted in writing so they may be shared with all bidders or interested parties. 60 Item 9. We look forward to receiving your proposal. Sincerely, Jim Bolz Director of Public Works City of Sanger, Texas jbolz@sangertexas.org 940-458-2571 61 Item 9. CITY COUNCIL COMMUNICATION DATE: February 3, 2024 FROM: Clayton Gray, Chief Financial Officer AGENDA ITEM: Consideration and possible action on Ordinance 02-03-25, 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. SUMMARY: Grant Revenue and Expenditures o On January 6, 2025, the City Council authorized the purchase of body-worn cameras and in- car dash cameras. o The 2024-2025 budget includes both revenue and expense items in the amount of $52,420 for Police Department grant revenue and department expenditures. o The Sanger Police Department has been awarded two grants to purchase body cameras and vehicle dash cameras. The total grants the department will receive totals $149,949. The total expense for the City to purchase the equipment will total $202,369. This ordinance amends the budget to reflect the award of these grants and the associated expenditures. Children’s Advocacy Center for North Texas o In prior years, the Police Department has paid for the City’s share of the cost of the Children’s Advocacy Center for North Texas (CAC) from Professional Services. o In the current year, adequate funds are available and already budgeted in the separate Child Safety Fee Fund to cover this cost. o This amendment reallocates $21,000 earmarked for CAC in the Police Department Budget toward the cost of the camera systems. The net effect of this budget amendment is to increase expenditures in the General Fund by $31,420. FISCAL INFORMATION: Budgeted: NO Amount: $97,529 GL Account: 001-00-4059 Budgeted: NO Amount: $149,949 GL Account: 001-20-5610 Budgeted: YES Amount: ($21,000) GL Account: 001-20-5430 RECOMMENDED MOTION OR ACTION: Staff recommends approval of Ordinance 02-03-25. ATTACHMENTS: 62 Item 10. Ordinance 02-03-25. 63 Item 10. Ordinance – Amending the FY 2024-2025 Budget - No. 3 Police Expenditures Page 1 of 3 CITY OF SANGER, TEXAS ORDINANCE 02-03-25 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON COUNTY, TEXAS, (BUDGET AMENDMENT 3) AMENDING ORDINANCE #08-12-24, WHICH WILL AMEND 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; 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 City Council approved Ordinance 08-12-24 adopting the budget for the 2024-2025 Fiscal Year on August 19, 2024; and WHEREAS, this amendment was prepared and presented to the City Council, and after consideration, it is the consensus of the City Council to amend the approved budget ordinance; 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 the annual budget for the 2024-2025 Fiscal Year is hereby amended to increase revenues in the General Fund by $97,529 and increase expenditures in the General Fund by $128,949, as shown in Exhibit “A”. SECTION 2. Expenditures during the 2024-2025 Fiscal Year shall be made in accordance with the amended budget approved herein, unless otherwise authorized by a duly enacted ordinance of the City, and said budget document shall be on file for public inspection in the office of the City Secretary. SECTION 3. That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 4. 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 64 Item 10. Ordinance – Amending the FY 2024-2025 Budget - No. 3 Police Expenditures Page 2 of 3 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. That this Ordinance shall be cumulative of all other City Ordinances and all other provisions of other Ordinances adopted by the City which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. 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 case provides. PASSED AND APPROVED by the City Council of the City of Sanger, Texas, on this 3rd day of February 2025. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ Hugh Coleman, City Attorney 65 Item 10. Ordinance – Amending the FY 2024-2025 Budget - No. 3 Police Expenditures Page 3 of 3 G/L Account Account Type Account Name Original Budget Revised Budget Adjustment 001-00-4059 Revenue Police Grant Funding $52,420 $149,949 $97,529 001-20-5610 Expenditure Grant Expenses $52,420 $202,369 $149,949 001-20-5430 Expenditure Professional Services $40,000 $19,000 ($21,000) EXHIBIT A Ordinance 02-03-25 To provide for the receipt of grant funds and expenditure for dash and body cams 66 Item 10. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action on the minutes from the December 19, 2024, meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION: Approve the revised minutes from the meeting on December 19, 2024. ATTACHMENTS: City Council minutes 67 Item 11. City Council Minutes 12-19-2024 Page 1 of 3 CITY COUNCIL MEETING MINUTES DECEMBER 19, 2024, 6:00 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 6:00 p.m. COUNCILMEMBERS PRESENT Mayor Thomas Muir Mayor Pro Tem, Place 2 Gary Bilyeu Councilmember, Place 1 Marissa Barrett Councilmember, Place 3 Dennis Dillon 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 Public Works Jim Bolz, Marketing and Civic Engagement Director Donna Green, Director of Human Resources and Special Projects Jeriana Staton-Hemb, Electric Director Ronnie Grace, Lt. Justin Lewis, and Police Chief Tyson Cheek. Attorney, Brown & Hofmeister, Terry Welch CITIZENS COMMENTS Jim Bolz expressed his concerns that the items in executive session have been going on for a while and that it would be nice to have this matter behind us. 68 Item 11. City Council Minutes 12-19-2024 Page 2 of 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: Pursuant to Section 551.071 of the Texas Government Code, consultation with outside counsel to receive legal advice regarding review of complaints, and all matters incident and related thereto. Pursuant to Sec. 551.074 of the Texas Government Code, deliberate the appointment, employment, evaluation, reassignment, duties, discipline, or dismissal of a public officer or employee; to hear a complaint or charge against an officer or employee. A. City Attorney B. City Manager City Manager Noblitt requested that Item B be discussed in an open forum. Council convened into executive session at 6:08 p.m. RECONVENE INTO SPECIAL SESSION Council reconvened into open session at 8:35 p.m. Mayor Muir called for any action on Section 551.074, Item A. Motion to close all investigations and complaints against the City Attorney with the recommendation from outside counsel that no sustainable violations of city policy made by Councilmember Chick, Seconded by Councilmember Dillon. Ayes: Chick, Dillon, and Gann. Nays: Barrett and Bilyeu Motion passed 3-2-0. Motion for a vote of no confidence, and we seek an immediate replacement for primary legal counsel for the City of Sanger, made by Councilmember Bilyeu, Seconded by Councilmember Barrett. Ayes: Bilyeu and Barrett. Nays: Chick, Dillon, and Gann Motion failed 2-3-0. Mayor Muir then moved to Section 551.074, Item B. Motion to close this item with no action taken, made by Councilmember Bilyeu, Seconded by Councilmember Barrett. Ayes: Barrett and Bilyeu Nays: Chick, Dillon, and Gann Motion failed 2-3-0. 69 Item 11. City Council Minutes 12-19-2024 Page 3 of 3 A second motion to reconsider the first motion to close the item, taking no action by Councilmember Gann, Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Dillon, and Gann. Nays: Chick Motion passed 3-2-0. A third motion to close this item with no action taken, made by Councilmember Bilyeu, Seconded by Councilmember Barrett. Ayes: Barrett, Bilyeu, Dillon, and Gann Nays: Chick, Motion failed 4-1-0. ADJOURN There being no further business, Mayor Muir adjourned the meeting at 11:26 p.m. _______________________________ Thomas E. Muir, Mayor ______________________________ Kelly Edwards, City Secretary 70 Item 11. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action on the minutes from the January 6, 2025, meeting. SUMMARY: N/A FISCAL INFORMATION: Budgeted: N/A Amount: $0.00 GL Account: N/A RECOMMENDED MOTION OR ACTION: Approve the revised minutes from the meeting on January 6, 2025. ATTACHMENTS: City Council minutes 71 Item 12. City Council Minutes 01-06-2025 Page 1 of 9 CITY COUNCIL MEETING MINUTES JANUARY 06, 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 6:04 p.m. COUNCILMEMBERS PRESENT Mayor Thomas Muir Mayor Pro Tem, Place 2 Gary Bilyeu Councilmember, Place 1 Marissa Barrett Councilmember, Place 3 Dennis Dillon Councilmember, Place 4 Allen Chick COUNCILMEMBERS ABSENT Councilmember, Place 5 Victor Gann STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, Police Lt. Justin Lewis, and Police Chief Tyson Cheek. 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. - North Central Denton County Municipal Utility District No. 1 (MUD 1) Council convened into executive session at 6:05 p.m. 72 Item 12. City Council Minutes 01-06-2025 Page 2 of 9 RECONVENE INTO WORK SESSION Council reconvened into the Work Session 7:02 p.m. DISCUSSION ITEMS 1. Discussion regarding the denial of the increase in rates proposed by Atmos Energy Corporation in its Mid-Tex division filed on about December 16, 2024, and the participation in the Atmos Texas Municipalities (ATM) coalition of cities. No discussion. The Mayor moved to close the work session. OVERVIEW OF ITEMS ON THE REGULAR AGENDA No discussion. ADJOURN THE WORK SESSION There being no further business, Mayor Muir adjourned the work session at 7:02 p.m. CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM Mayor Muir called the regular meeting to order at 7:03 p.m. COUNCILMEMBERS PRESENT Mayor Thomas Muir Mayor Pro Tem, Place 2 Gary Bilyeu Councilmember, Place 1 Marissa Barrett Councilmember, Place 3 Dennis Dillon Councilmember, Place 4 Allen Chick COUNCILMEMBERS ABSENT Councilmember, Place 5 Victor Gann 73 Item 12. City Council Minutes 01-06-2025 Page 3 of 9 STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, Director of Development Services Ramie Hammonds, Parks & Recreation Director Ryan Nolting, Director of Economic Development Shani Bradshaw, Library Director Laura Klenke, Police Lt. Justin Lewis, and Police Chief Tyson Cheek. INVOCATION AND PLEDGE Councilmember Chick gave the Invocation. The Pledge of Allegiance was led by Councilmember Barrett. CITIZENS COMMENTS Maria Fall, spoke regarding the water quality of the water running across her family property and the impact to the property. SPECIAL PRESENTATIONS AND ANNOUNCEMENTS 2. Special Presentation by Alexa Reaves on behalf of Girl Scout Troop #7847. Director Nolting introduced Miss Reaves, who provided a presentation and overview of the Switzer Park playground project. Discussion ensued regarding the goal of funds raised by May, access points to the area, and the City’s responsibility. Miss Reaves said she would provide a project report to the Council in June. CONSENT AGENDA 3. Consideration and possible action on Ordinance 01-01-25, Calling and Ordering a General Election to be held on May 3, 2025, for the purpose of electing three (3) City Councilmembers. 4. Consideration and possible action on the minutes from the November 20, 2024, meeting. 5. Consideration and possible action on the minutes from the December 16, 2024, meeting. 6. Consideration and possible action authorizing the City Manager to accept approved grant funding from the state for the purchase of In Car Dash Cameras. 74 Item 12. City Council Minutes 01-06-2025 Page 4 of 9 7. Consideration and possible action authorizing the City Manager to accept approved grant funding from the state, for the purchase of Body Worn Cameras. 8. Consideration and possible action on the Minor Plat of Mejia Ranch, being approximately 5.143 acres of land described as A0801A WM MASON, TR 28, 5.0 ACRES, within the limits of City of Sanger, generally located North of Lois Road W, and approximately 720.55 feet west of Stemmons Frwy. 9. Consideration and possible action on Amendment No. 1 of the Interlocal Agreement for the construction of Marion Road with Denton County. 10. Consideration and possible action on Resolution 2025-01, Denying the increase in rates proposed by Atmos Energy Corporation in its Mid-Tex division filed on about December 16, 2024, proposing to increase in-city rates for its Mid-Tex division; authorizing participation in the Atmos Texas Municipalities (ATM) coalition of cities; authorizing intervention in proceedings related to Atmos Energy’s statement of intent; requiring the reimbursement of municipal rate case expenses; authorizing representation of the City by special counsel. 11. Consideration and possible action authorizing the Police Department to purchase Axon Body Worn Camera systems under Buy Board Contract 648-21 for an amount not to exceed $99,000.00, and authorize the City Manager to execute all necessary documents. 12. Consideration and possible action authorizing the Police Department to purchase Axon In Car Dash Camera systems using Buy Board contract 743-24 in an amount not to exceed $215,000.00, and authorize the City Manager to execute all necessary document. 13. Consideration and possible action on a task order with Kimley-Horn and Associations, Inc regarding Marion Road Reconstruction, and authorize the City Manager to execute said task order. 14. Consideration and possible action on a task order with Kimley-Horn and Associations, Inc regarding Belz Road Reconstruction, and authorize the City Manager to execute said task order. 15. Consideration and possible action on adopting a revised library behavior policy. 16. Consideration and possible action on adopting the library's updated circulation policies. Mayor Muir removed Item 10 regarding Atmos for additional discussion. Councilmember Chick requested to remove Items 11-16 for additional discussion. 75 Item 12. City Council Minutes 01-06-2025 Page 5 of 9 Motion to approve Items 3-9 made by Councilmember Chick, Seconded by Councilmember Bilyeu. Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. City Manager Noblitt provided an overview of Item 10 regarding Atmos. Motion to approve Item 10 made by Councilmember Barrett, Seconded by Councilmember Bilyeu. Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. Chief Cheek provided an overview of Items 11 and 12 regarding the Axon camera systems. Discussion ensued regarding the TAP program, cloud storage, maintenance, warranty costs, grant funding, and delivery time. Motion to approve Items 11 and 12 made by Councilmember Chick, Seconded by Councilmember Bilyeu. Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. City Manager Noblitt provided an overview of Items 13 and 14 regarding the task orders with Kimley-Horn. Discussion ensued regarding the property acquisition services item, the breakdown of tasks, possible sidewalk construction, and the construction of Jennifer Circle. Motion to approve Items 13 and 14 made by Councilmember Chic, Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. Library Director Laura Klenke provided an overview of Item 15 regarding the Behavior Policy. Motion to approve Item 15 made by Councilmember Dillon, Seconded by Councilmember Barrett. Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. 76 Item 12. City Council Minutes 01-06-2025 Page 6 of 9 Library Director Laura Klenke provided an overview of Item 16 regarding the Circulation policies. Motion to approve Item 16 made by Councilmember Dillon, Seconded by Councilmember Barrett. Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. PUBLIC HEARING ITEMS 17. Conduct a public hearing regarding a zoning change from A (Agricultural) to PD (Planned Development) for approximately 202.69 acres, land described A0029A R. BEEBE, TR 107, OLD DCAD SHT 3, TR 10, within the City of Sanger, and generally located South of Lois Road and approximately 1,19 feet west of Marion Road. Mayor Muir opened the public hearing at 8:15 p.m. Director Hammonds provided an overview of the item. Mayor Muir closed the public hearing at 8:20 p.m 18. Conduct a public hearing 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. Mayor Muir opened the public hearing at 8:21 p.m. Director Hammonds provided an overview of the item. Mayor Muir closed the public hearing at 8:24 p.m ACTION ITEMS 19. Consideration and possible action on Ordinance 01-02-25 a zoning change from A (Agricultural) to PD (Planned Development) for approximately 202.69 acres, land described A0029A R. BEEBE, TR 107, OLD DCAD SHT 3, TR 10, within the City of Sanger, and generally located South of Lois Road and approximately 1,219 feet west of Marion Road. Discussion ensued regarding connectivity to the Stephens Towne Crossing development and that the Home Owners Association (HOA) will maintain the parks. 77 Item 12. City Council Minutes 01-06-2025 Page 7 of 9 Motion to approve made by Councilmember Bilyeu, Seconded by Councilmember Barrett. Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: Chick Motion passed 3-1-0. 20. 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. Director Hammonds recommends denial of the item due to comments not being satisfied. Motion to deny made by Councilmember Barrett due to comments not being satisfied, Seconded by Councilmember Chick Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. 21. Consideration and possible action on the Preliminary Plat of Lake Ridge Estates Phase 4, being approximately 43.821 acres of land described as RUEBEN BEBEE SURVEY, ABST. NO. 29, within the City of Sanger, and generally located north of McReynolds Road and east of Indian Lane. Director Hammonds recommends denial of the item due to comments not being satisfied. Discussion ensued regarding a second point of access to the development. Motion to deny made by Councilmember Bilyeu due to comments not being satisfied, Seconded by Councilmember Barrett. Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. 22. Consideration and possible action on the Preliminary Plat of Sanger Town Center, being approximately 24.13 acres of land described as A0029A R. BEEBE, TR 64B, within the City of Sanger, generally located south of FM 455 west and west of Indian Lane. Director Director Hammonds provided an overview of the item and recommends denial of the item due to comments not being satisfied. 78 Item 12. City Council Minutes 01-06-2025 Page 8 of 9 Motion to deny made by Councilmember Barrett due to comments not being satisfied, Seconded by Councilmember Bilyeu. Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. 23. Consideration and possible action on the Final Plat of Oasis at Sanger Addition, being approximately 4.135 acres of land described as A0029A R. BEEBE, OLD DCAD SHT 2, TR 5, within the City of Sanger, generally located north of McReynolds Road, and approximately 790 feet east of Lake Ridge Drive. Director Director Hammonds provided an overview of the item and recommends denial of the item due to comments not being satisfied. Motion to deny made by Councilmember Bilyeu due to comments not being satisfied, Seconded by Councilmember Barrett. Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. 24. Consideration and possible action on Resolution 2025-02, Appointing members to fill the vacant seats of the 4A Industrial Development Corporation, Zoning Board of Adjustment, the Planning and Zoning Commission, and the Capital Improvements Advisory Committee. Mayor Muir provided an overview of the item. Discussion ensued regarding how appointments are selected, an overview of the boards, and how the Planning and Zoning Commission currently serves as the Zoning Board of Adjustment and Capital Improvements Advisory Committee as adopted. Motion to approve made by Councilmember Bilyeu, Seconded by Councilmember Chick. Ayes: Barrett, Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. FUTURE AGENDA ITEMS Councilmember Bilyeu discussed the possibility of joint meetings with other boards. 79 Item 12. City Council Minutes 01-06-2025 Page 9 of 9 INFORMATIONAL ITEMS 25. Rider GCR - Rate Filing under Docket No. 10170 - December 19, 2024 26. Atmos - Intent to Change Municipal Gas Utility Rates - December 16, 2024 ADJOURN There being no further business, Mayor Muir adjourned the meeting at 8:54 p.m. _______________________________ Thomas E. Muir, Mayor ______________________________ Kelly Edwards, City Secretary 80 Item 12. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action on the minutes from the January 21, 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 January 21, 2025. ATTACHMENTS: City Council minutes 81 Item 13. City Council Minutes 01-21-2025 Page 1 of 3 CITY COUNCIL MEETING MINUTES JANUARY 21, 2025, 7:00 PM CITY COUNCIL REGULAR MEETING HISTORIC CHURCH BUILDING - 403 N 7TH STREET, SANGER, TEXAS 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 Dennis Dillon Councilmember, Place 4 Allen Chick COUNCILMEMBERS ABSENT Councilmember, Place 1 Marissa Barrett Councilmember, Place 5 Victor Gann STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, City Attorney Hugh Coleman, Parks & Recreation Director Ryan Nolting, Assistant Fire Chief Casey Welborn, Police Lt. Lewis, and Police Chief Tyson Cheek. INVOCATION AND PLEDGE Councilmember Dillon gave the Invocation. The Pledge of Allegiance was led by Councilmember Bilyeu. CITIZENS COMMENTS No one addressed the Council. 82 Item 13. City Council Minutes 01-21-2025 Page 2 of 3 SPECIAL PRESENTATIONS AND ANNOUNCEMENTS 1. American Legion Post 268 presentation honoring the Firefighter/Paramedic and Police Officer of the 2024 year. Clint Smith announced that Jacob Lewis was named Firefighter/Paramedic of the 2024 year and read a statement. Clint Smith announced that Tyler Pruett was named the Police Officer of the 2024 year. REPORTS 2. Annual presentation and overview of Parks, Recreation & Facility Maintenance Department. Director Nolting provided a presentation and overview of each department’s accomplishments. Discussion ensued regarding the location of parks, clean-up days, and the proposed update of playground equipment at Switzer Park. CONSENT AGENDA 3. Consideration and possible action on the minutes from the December 19, 2024, meeting. 4. Consideration and possible action on the minutes from the January 6, 2025, meeting. 5. Consideration and possible action on the 2024-2025 Interlocal Cooperation Agreement Fire Protection and EMS Services between Denton County and the City of Sanger, Denton County, Texas and authorize the Mayor to execute the agreement. Mayor Muir requested Items 3 and 4 be removed for minor revisions and reconsidered at the next meeting. Motion to approve Item 5 made by Councilmember Bilyeu, Seconded by Councilmember Dillon. Ayes: Bilyeu, Chick, and Dillon. Nays: None Motion passed unanimously. 83 Item 13. City Council Minutes 01-21-2025 Page 3 of 3 FUTURE AGENDA ITEMS No additional items were requested. ADJOURN There being no further business, Mayor Muir adjourned the meeting at 7:40 p.m. _______________________________ Thomas E. Muir, Mayor ______________________________ Kelly Edwards, City Secretary 84 Item 13. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Conduct a public hearing on a request for a rezoning from Agricultural (A) to Planned Development (PD) of approximately 133.2 acres of land, described as A0029A R. BEEBE, TR 66, TR 67 & 68(PT), within the City of Sanger, and generally located North of FM 455 and east of the Santa Fe Railroad. SUMMARY: The applicant is proposing to rezone approximately 133.2 acres from Agricultural (A) to Planned Development (PD). The planned development would consist of multi-family, commercial, and residential areas. The applicant is proposing approximately 74.5 acres of single-family with a mix of 239 40’ and 50’ lots. They would also provide approximately 7.37 acres of single-family attached townhomes to allow for 74 townhome units. The development has proposed 18 acres of multi-family area to accommodate 350 multi-family units. The development calls for 33 acres of commerce. The applicant proposes to extend Indian Lane and connect to the Sanger Circle Subdivision The 50’ lots would have a minimum house size of 1600 square feet The 40’ lots would have a minimum house size of 1400 square feet Townhomes would have a minimum 750 square feet The multi-family would offer efficiency units a minimum 450 square feet, one-bedroom units a minimum 600 square feet, two-bedroom units a minimum 750 square feet, and three-bedroom units a minimum 900 square feet. The current site plan does not lay out the specific park areas, trails, or amenities in these areas. The PD does not provide for an amenity center Staff mailed out 25 notices to properties within 200 feet. At the time of this report, we had received one response opposed. The Planning & Zoning unanimously recommended DENIAL on 1-13-25 FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: N/A ATTACHMENTS: Location Map 85 Item 14. 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 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 1/8/2025 3:26:43 PM Location Map 24SANZON-0047 Sanger Town Center North 86 Item 14. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on Ordinance 02-04-25 a zoning change from Agricultural (A) to Planned Development (PD) of approximately 133.2 acres of land, described as A0029A R. BEEBE, TR 67 & 68(PT), A0029A R. BEEBE, TR 66(PT), within the City of Sanger, and generally located North of FM 455 and east of the Santa Fe Railroad. SUMMARY: The applicant is proposing to rezone approximately 133.2 acres from Agricultural (A) to Planned Development (PD). The planned development would consist of multi-family, commercial, and residential areas. The applicant is proposing approximately 74.5 acres of single-family with a mix of 239 40’ and 50’ lots. They would also provide approximately 7.37 acres of single-family attached townhomes to allow for 74 townhome units. The development has proposed 18 acres of multi-family area to accommodate 350 multi-family units. The development calls for 33 acres of commerce. The applicant proposes to extend Indian Lane and connect to the Sanger Circle Subdivision The 50’ lots would have a minimum house size of 1600 square feet The 40’ lots would have a minimum house size of 1400 square feet Townhomes would have a minimum 750 square feet The multi-family would offer efficiency units a minimum 450 square feet, one-bedroom units a minimum 600 square feet, two-bedroom units a minimum 750 square feet, and three-bedroom units a minimum 900 square feet. The current site plan does not lay out the specific park areas, trails, or amenities in these areas. The PD does not provide for an amenity center Staff mailed out 25 notices to properties within 200 feet. At the time of this report, we had received two responses 1 In Favor and 1 Opposed. The Planning & Zoning unanimously recommended DENIAL on 1-13-25 FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL. This development does not align with our current housing policy and has not satisfied outstanding comments. ATTACHMENTS: Location Map Ordinance 02-04-25 87 Item 15. Exhibit A – PD Document Exhibit B – Site Plan Exhibit C – Area Map Exhibit D – Site Thoroughfare Plan Application Letter of Intent Response Form – IN FAVOR Response Form – OPPOSED Planning Comments 88 Item 15. 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 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 1/8/2025 3:26:43 PM Location Map 24SANZON-0047 Sanger Town Center North 89 Item 15. Ordinance – 02-04-25 – Sanger Town Center North - PD Page 1 of 2 CITY OF SANGER, TEXAS ORDINANCE 02-04-25 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANGER, DENTON COUNTY, TEXAS, AMENDING THE ZONING MAP FOR APPROXIMATELY 133.2 ACRES OF LAND DESCRIBED AS A0029A R. BEEBE, TR 67 & 68(PT), A0029A R. BEEBE, TR 66(PT); FROM (A) AGRICULTURAL TO (PD 02-04-25) PLANNED DEVELOPMENT 02-04-25; 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 January 13, 2025, duly covered and conducted a public hearing for the purpose of assessing a request for amendment to the Zoning Map, recommending denial 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 02-04- 25) Planned Development 02-04-25 is hereby granted for the property generally located north of FM 455 and east of the Sante Fe Railroad, described in EXHIBIT A-D. 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. 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 90 Item 15. Ordinance – 02-04-25 – Sanger Town Center North - PD Page 2 of 2 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 3rd day of February, 2025. APPROVED: ________________________________ ATTEST: Thomas E. Muir, Mayor ________________________________ APPROVED TO FORM: Kelly Edwards, City Secretary ________________________________ Hugh Coleman, City Attorney 91 Item 15. 4 | P a g e ORIGINAL ZONING MEETING 05/09/2022 Planned Development District No. 2024-XX (PD--2024-XX SANGER TOWN CENTER NORTH) Table of Contents Letter of Intent…………………………………………………………………….. 1 Components of Development Regulations for PD -2024-XX “SANGER TOWN CENTER NORTH Sanger PD………………………………………………………………… 5 Key Elements……………………………………………………………………….. 7 General Development Standards…………………………………………………………. 9 Principles and Intent ……………………………………………………………… 9 Use and Building Envelope Standards…………………………………………………… 11 Principles and Intent………………………………………………………………… 11 Commerce District………………………………………………………………….. 11 Residential District……………………………………………………………………… 15 Exhibit I – Regional Development…………………………………………………….. … 17 Exhibit II – Preliminary Site Plan …………………………………………………………. 19 Exhibit III – Development Sub Area Map…………………………………………………. 21 Exhibit IV – Proposed Thoroughfare……………………………………………………….. 23 92 Item 15. 5 | P a g e Components of Development Regulations for PD SANGER TOWN CENTER NORTH Sanger PD Introduction The use and development regulations set forth for Planned Development District No. -2024-XX (sometimes referred to hereafter as the “SANGER TOWN CENTER NORTH Sanger Planned Development District” or the “Sanger Town Center North”) are intended to provide for and encourage development that contains a compatible mix of RESIDENTIAL and COMMERCE uses in close proximity to one another. These regulations are further intended to provide for a balanced and sustainable mix of land uses and character of the improvements and structures that support increased interaction within the community. SANGER TOWN CENTER NORTH Sanger fosters economic growth and diverse neighborhoods having DETACHED SINGLE-FAMILY RESIDENTIAL, ATTACHED SINGLE- FAMILY RESIDENTAIL, MULTI-FAMILY RESIDENTIAL and vibrant COMMERCE Centers Furthermore, the area around Sanger Town Center North, will be developed in such a way that traffic relief will need to be accomplished to further the public safety of the area. (Please see Exhibit I Regional Development Plan.) A recent new preliminary plat was approved for 427 single family lots adjacent to Sanger Town North as well as current high school and elementary schools currently in the area. Once this subdivision is completed, traffic will need to be increased and to ensure public safety through the area, Sanger Town Center North, will be extending Indian Lane and adding Bridle Path Street to relieve pressure on FM 455 and Marion Drive. (Please see Exhibit IV Thoroughfare Plan) The SANGER TOWN CENTER NORTH Sanger PD addresses the physical relationship between development and adjacent properties, public streets, and neighborhoods • Ensuring buildings relate appropriately to surrounding developments and streets to create cohesive visual identity and attractive street scenes; • Ensuring site design promotes efficient pedestrian and vehicle circulation patterns; • Ensuring creation of high quality street and sidewalk environments that are supportive of pedestrian mobility and appropriate to roadway context; and, • Ensuring large sites are developed in a manner scaled to the context of the community. • ENSURING TRAFFIC THROUGHFARES THAT RELIEVE THE TRAFFICE BACKUPS CAUSED BY THE LOCAL HIGH SCHOOL AND ELEMENTARIES SCHOOLS, AS WELL AS THE REGIONAL DEVELOPMENT THAT IS PLANNED. THIS WILL ENSURE PUBLIC SAFETY BY ALLOWING ALTERNATE THROUGHFARE ROUTES FOR EMERGENCY VEHICLES AND EVACUATION ROUTES FOR CITIZENS. Key Elements The following constitutes a summary of the key elements of this Ordinance regarding the regulation of uses, building envelopes, public spaces, architecture, streetscape, and definitions of words and phrases used within this Ordinance. Development Districts and Subareas SANGER TOWN CENTER NORTH Sanger DEVELOPMENT DISTRICTS consist of the COMMERCE DISTRICT and the RESIDENTIAL DISTRICT, each of which are comprised of SUBAREAS that delineate different land uses and specific RESIDENTIAL development within the DISTRICTS. (See Exhibit II –SANGER NORTH PRELIMINARY Site Plan ; Exhibit III – Development Subarea Map) COMMERCE DISTRICT The 33 + acres of land designated as RETAIL/COMMERCE DISTRICT is designated for the development of small, single lot, one story, single-purpose COMMERCE uses and Shopping Centers, MIXED USE BUILDINGS, and OFFICES, SUBAREAS include COMMERCE and MULTI-FAMILY RESIDENTIAL. RESIDENTIAL DISTRICT The 100.72 ± acres of land designated as RESIDENTIAL DISTRICT is designated for the development of a mix of DETACHED and Attached RESIDENTIAL. SUBAREAS include SINGLE-FAMILY DETACHED (SFD) RESIDENTIAL with 40 and 50 lot widths, and Single-family attached (SFA) residential TOWNHOMES. Land Use The LAND USE MAP is a depiction of the land uses authorized to be developed within the COMMERCE and RESIDENTIAL DISTRICTS showing a mix of COMMERCE, ATTACHED and MULTI-FAMILY RESIDENTIAL uses and designated PARK/OPEN SPACES. (See Exhibit III – Development Subarea Map). The table below illustrates acreages by use and zoning districts. 93 Item 15. 6 | P a g e Land Use and Development District Table Land Uses Acres % Commerce 33 -- Multi-Family (tract 1 NE of Indian Lane) 18 -- Not to exceed 350 units Single Family Detached - North 13 -- 60 lots 40-50 ft wide lots 13 Not to exceed __60_lots Single Family B – (tract 2 SW of Indian Lane) 69 -- Detached 61.51 179 lots Attached 7.37 74 units 40-50 ft wide lots 61.51 Not to exceed 179 lots Elementary School (potential site) xx -- Parks / Open Space / Amenity Center xx -- Street ROW and miscellaneous xx -- TOTAL 133.00 100 Development Districts Acres % Commerce 33 25 Residential 100 75 TOTAL 133 100 I. General Development Standards The GENERAL DEVELOPMENT STANDARDS section addresses standards that apply across DEVELOPMENT DISTRICTS, including STREET, block and, rules for defining BUILDING HEIGHT and STORIES, lot setbacks, and permitted yard encroachments. (Subject To City of Sanger Input) II. Use and Building Envelope Standards The USE and BUILDING ENVELOPE STANDARDS section establishes basic parameters for permitted and prohibited uses, building siting, lot widths, height, stories, overall densities and required PARK/OPEN SPACE. (Subject To City of Sanger Input) III. Architectural Standards The ARCHITECTURAL STANDARDS section governs both COMMERCE and RESIDENTIAL building architectural elements and appurtenances related to the FAÇADE materials, FENESTRATION, windows, ENTRYWAYS, roofing, solar, service areas and related standards. (Subject To City of Sanger Input) IV. Lighting, Parking and Signage Standards The LIGHTING, PARKING and SIGNAGE STANDARDS section establishes the standards for public/private space lighting, provision of adequate parking, and compatible signage. (Subject To City of Sanger Input) V. Landscaping and Park/Open Space and Other Recreation Standards The LANDSCAPING and PARK/OPEN SPACE and OTHER RECREATION STANDARDS section addresses required landscaping for COMMERCE and RESIDENTIAL uses and the planned PARK/OPEN SPACES, TRAILS and other recreation amenities. (Subject To City of Sanger Input) 94 Item 15. 7 | P a g e VI. Street Standards The STREET STANDARDS section summarizes the SANGER TOWN CENTER NORTH Sanger classification of STREETS and the planned STREET cross sections. (Subject To City of Sanger Input) VII. Administration The ADMINISTRATION section addresses processes for CITY review and approvals for development within SANGER TOWN CENTER NORTH Sanger. General Development Standards Principles and Intent • Provide an environment that allows for a healthy mix of COMMERCE, MULTI -FAMILY and SINGLE-FAMILY RESIDENTIAL uses. • Create SINGLE-FAMILY RESIDENTIAL development that offers a mix of DETACHED AND ATTACHED RESIDENCIES. Streets and Blocks • No STREET intersection shall occur within one hundred and twenty-five (125) feet of another STREET intersection. • Curb cuts within the COMMERCE DISTRICT shall be determined during Preliminary Plat review. • No building shall encroach upon required corner sight distances. Buildings • BUILDING HEIGHT for COMMERCE and MULTI-FAMILY uses shall be measured in STORIES. • BUILDING HEIGHT for SINGLE-FAMILY RESIDENTIAL uses shall be measured in feet from the existing grade to the midpoint of a gabled roof line or the top of the parapet or mansard roof. • ATTIC STORIES shall be permitted on all sites and do not count against the maximum STORY limit. • ATTIC STORIES having windows shall have only DORMER windows on the building FAÇADE. Building Setbacks • Buildings shall not occupy any portion of the required setback area. • Single-Family Residential Corner lots shall have a 15’ building setback on the Side • Buildings located along the same STREET or PARK/OPEN SPACE frontage shall have the same front yard setback based upon whichever setback is the greater. • No required side yard setback shall be required when building walls share a common side (abut one another). Setback Encroachments/Building Projections • No portion of a building or building appurtenance shall project into a right-of-way or across a property line of an adjacent property. • Ordinary building projections and building appurtenance, including, but not limited to sills, belt courses, EAVES, gutters, pilasters, and cornices shall not project more than twelve (12) inches into any setback area, except as provided below: • Front building EAVES on COMMERCE uses may project into the front yard setback by no more than three (3) feet if a vertical clear height of at least ten (10) feet is maintained. • AWNINGS for COMMERCE uses may project fully into the front yard setback area if a vertical clear height of at least ten (10) feet is maintained. • BALCONIES on COMMERCE uses may project into the front yard setback by four (4) feet if a vertical clear height of at least twelve (12) feet is maintained. • COMMERCE signs may project into the front yard setback up to three (3) feet beyond the FAÇADE of a building occupied by a COMMERCE use if a vertical clear height of at least ten (10) feet is maintained. • Stairs and STOOPS may not encroach into the front yard setback. Utilities • All utilities constructed or installed on the Property shall be underground and at Developers’ cost. Energy Efficiency 95 Item 15. 8 | P a g e • It is the intent of this PD to encourage all building (COMMERCIAL and RESIDENTIAL) to utilize energy efficiency at the standards that are commonly used by the building industry employing such practices as the Home Energy Rating System (HERS) Index, the International Energy Conservation Code (IECC) and International Code Council's (ICC's) International Green Construction Code (IGCC). The exact standards to be employed will be determined at issuance of building permits. Use and Building Envelope Standards Principles and Intent This USE AND BUILDING ENVELOPE STANDARDS section sets forth the uses and building envelopment standards that are permitted, permitted with approval of a SPECIFIC USE PERMIT, and prohibited for areas designated on the DEVELOPMENT DISTRICT MAP for the following DISTRICTS: Land designated as COMMERCE DISTRICT is designated for the development of small, single lot, one story, single-purpose COMMERCE uses and shopping centers with areas for smaller scale RETAIL, MIXED USE BUILDINGS, OFFICES, and MULTI- FAMILY RESIDENTIAL, along with other uses permitted upon approval of a SPECIFIC USE PERMIT. Land designated as RESIDENTIAL is designated for the development of a mix of DETACHED and ATTACHED RESIDENTIAL, along with other uses permitted upon approval of a SPECIFIC USE PERMIT. Commerce District Commerce – Uses Permitted uses. • COMMERCE uses including BUSINESS SERVICE, OFFICE, PERSONAL SERVICE, RETAIL SERVICE, RETAIL SPECIALTY, RETAIL TRADE, STUDIO USES, restaurants, coffee shops, except where requiring a SPECIFIC USE PERMIT or prohibited by this Ordinance or the CZO and also includes, but is not limited to the following: • COMMERCIAL INDOOR AMUSEMENT • Grocery Store with Food and Beverage Sales • Alcoholic Beverage sales permitted throughout commercial tracts. • Alcoholic Beverages shall be limited to on/off premise consumption. • Veterinarian Clinic with indoor pens for animal boarding • Veterinarian Hospital and/or Veterinary Boarding facility with outside Play areas permitted; no outside boarding of animals will be permitted. • Children’s Day Camp • Tavern • Inside Tool Rental • Gas Station with 10,000 square foot building • Cash Advance/Pay-Day Loan Office • Loan Office • Automotive repair, maintenance, and tire sales (must be in enclosed spaces). Permitted ACCESSORY USES • PARK/OPEN SPACE and accompanying non-commercial recreational facilities for use by residents and guests • Outdoor seating associated with a restaurant subject to CITY approval • Special events subject to review and approval by CITY • Surface parking Uses permitted upon review and approval of a SPECIFIC USE PERMIT • AMENITY CENTER • AMPHITHEATER • CIVIC BUILDING • LIMITED SERVICE OR EXTENDED STAY HOTEL • Outside display • SKILLED NURSING HOME FACILITY • Telephonic, radio, television or microwave, communication antennas and tower • Used goods or merchandise sales • COMMERCE use within a RESIDENTIAL unit other than a HOME OCCUPATION • Gas wells • Industrial, manufacturing, and warehousing uses 96 Item 15. 9 | P a g e • Outside storage • Sexually oriented business • Tattoo parlors Commerce – Building Lot Dimensional Standards Dimensional Table Min. Lot Width (ft) Min. Lot Depth (ft) Min. Front Yard Setbac k (ft) Min. Rear Yard Setback (ft) Alley/No Alley Min. Side Yard Setbac k (ft) Min. Zero Side Yard Setback (ft) Min./M ax. Stories Min. Int. Story Ht. Groun d/ Other (ft) Max. Lot Covera ge (%) Commer ce N/A N/A 10 5/10 10/10 N/A 1/4 10/9 90 Multi- Family Resident ial N/A N/A 10 5/10 10/10 10’ – 15’ 1/4 10/9 80 Additional Dimensional Standards • The maximum permitted lot coverage for uses not listed in the Dimensional Table shall be determined upon approval of a SPECIFIC USE PERMIT. • Architectural embellishments not intended for human occupancy that are integral to the architectural style of the buildings, including spires, belfries, towers, cupolas, domes, and roof forms whose area in plain view is no greater than twenty-five percent (25%) of the first floor footprint may exceed the height limits by up to twenty (20) feet. • Mechanical equipment, including mechanical/elevator equipment penthouse enclosures, ventilation equipment, chimneys, exhaust stacks and flues, fire sprinkler tanks, and other similar constructions should be ground level and screened or if roof mounted screened from view. • The equipment is set back from all exterior walls a distance at least equal to the vertical dimension that such item(s) exten d(s) above the actual building height; or • The exterior wall and roof surfaces of such items that are set back less than the vertical dimension above the actual buildin g are constructed as architecturally integral parts of the building façade(s) or as architectural embellishments as described in item (2) of this subparagraph b. • Lot coverage for Commerce will include the building, parking and landscaping. • This plan will follow 48.5 for nonresidential landscaping. Multi-Family Development Standards: • Multi-family Sub-district. The purpose of this Multi-family Sub-district is to provide suitable areas for the development of Multi- family residential structures at densities not to exceed 20 units per gross acre. • Maximum density: 20 dwellings units per gross acre within the entire Multi-family tract. • Maximum Unit Count: 350 Units • Minimum building setbacks from public right-of-way line: 25 feet along FM 455 for all structures. Roof, columns, balcony and porch overhangs, fireplaces and window boxes may extend into the building setback. A maximum encroachment of five (5) feet into the front setback shall be allowed. • Minimum building setback from other property lines: 10 feet. This is to comply with MF-2 for apartments Regulation 19.3. • Minimum interior building spacing: 20 feet between buildings or less as permitted by Building Code. • Efficiency Units may not exceed 15% of the total units • All Landscaping will follow ordinance 48.5 on minimum landscaping requirements. • All equipment will be screened from public view. Minimum floor area per unit type: Code of Ordinance MF-2 for Apartments • Efficiency: 450 square feet • One bedroom: 600 square feet • Two bedroom: 750 square feet • Three bedroom: 900 square feet Maximum Structure Height: 3 stories or a maximum of 45 feet as measured to the midpoint of the pitched roof. Architectural projections above forty-five feet height (45’) level may be allowed. However, these projections may not exceed fifty-five feet (55’) in height. Minimum parking requirements: • Efficiency – One Parking Space per unit 97 Item 15. 10 | P a g e • One Bedroom – One and one-half spaces per unit. • Two Bedrooms – One and three-quarters 1 ¾ spaces per unit • Three Bedrooms – Two spaces per unit. Additional Parking Regulations: • Parking requirements may be met by onsite parking space and garage spaces. • Garage parking may be located attached to residential structures or in detached garages or carports or in structured parking garage. Carports or garages shall be architecturally compatible with the main structures in the project. • Private garages shall be designed with a minimum garage parking space measuring 12 feet by 20 feet in size. A minimum door width of 9 feet shall be provided. • Tandem parking spaces, exclusive of on-street parallel parking, meeting a minimum dimension of 9 feet x 18 feet can be counted towards the minimum parking requirement. Residential District Residential Permitted Uses • SINGLE-FAMILY DETACHED RESIDENTIAL (SFD) • SINGLE-FAMILY ATTACHED RESIDENTIAL (SFA) Permitted ACCESSORY USES • ACCESSORY BUILDING or STRUCTURE • AFFILIATED RESIDENTIAL USES • HOME OCCUPATIONS • PARK/OPEN SPACE and accompanying recreational facilities for use by residents and guests Uses permitted upon review and approval of a SPECIFIC USE PERMIT • ACCESSORY UNIT • AMENITY CENTER • AMPHITHEATER • CIVIC BUILDING • SCHOOL, PRIMARY OR SECONDARY • SENIOR/ASSISTED LIVING FACILITY and/or SKILLED NURSING HOME FACILITY and any STRUCTURED PARKING • Special events subject to review and approval by CITY Prohibited uses Any use that is not expressly set forth as a permitted use in this Subsection C “RESIDENTIAL DISTRICT” or not considered incidental to the primary permitted use. Residential – Building Lot Dimensional Standards Dimensional Table Lot Types Min. Lot Width Min. Lot Dept h1 Minimum Building Setbacks Max. Stori es Max. Heig ht Max. Lot Cover age Front Yard Front-Load Rear Yard Set Back Side Yard Side Yard Zero Lot Line SFD-50 50’ 105’ 20’ 15 5’ / 5’ N/A 2.5 35’ 65% SFD-40 40’ 105’ 20’ 15 5’ / 5’ .5’ / 9.5’3 2.5 35’ 70% 98 Item 15. 11 | P a g e SFA 22’ 100’ 20’ 15 n/a 10’ – 15’ 3.5 45” 75% 1 For lots abutting a street or an alley connector, the lot line furthest from the street or alley connector shall be used to determine required lot depth. 2 Front-load lots: 10’ garage front setback for garages perpendicular to STREET (j-swing); 25’ garage front setback for garages parallel to street. 3 Zero lot line side setback is specified as a 0.5 feet on one side to avoid encroachment of gutters or window sills into abutting lot. All equipment will be screened from public view Minimum SINGLE FAMILY RESIDENTIAL Square Footages 50-foot lot – 1,600 square feet 40-foot lot – 1,400 square feet Minimum SINGLE FAMILY RESIDENTIAL Attached Square Footages Ordinance MF-1 750 Square Foot Exterior Façade Design Criteria All exterior façade will follow the City of Sanger Exterior Façade Design Criteria Manual. This is located under Article 3.210. Landscape Ordinances All minimum landscaping requirements for City of Sanger will be followed. This includes code 48.3 for single family, code 48.4 for mulit-family, and code 48.5 for non-residential areas. Parks & Trails Parks and Trails areas have been added to the plan. Please see Exhibit III. All Park equipment will be commercial grade and will be the first phase of development. The park equipment will be approved by the Director of Parks or his designee. 99 Item 15. 15 | P a g e 100 Item 15. 17 | P a g e 101 Item 15. 19 | P a g e 102 Item 15. 103 Item 15. 1 | P a g e Letter of Intention Planned Development Sanger Town Center North ___________________________________ Date: 12/17/2024 (Updated 12/01/2024) Regarding: Sanger Town Center North Planned Development (PD) Site Description: A0029A R. BEEBE, TR 66, 67 and 68(PT), within the City of Sanger. Generally located North side of FM 455 adjacent the BNSF Railway and continuing east to Marion Rd encompassing approximately 133.2 acres.\ Current Zoning – A (Agricultural) Denton CAD Property ID - 60305 Dear City of Sanger, The intention of this planned development is to allow for the development of single family detached, single family attached, and multi-family residences as well as commercial sites along Hwy 455. This development was originally approved by a PD in a zoning meeting on 5/09/2022. The original project was a much larger project, but this current project is being planned in a similar fashion. The original project was used as a guide for this PD application. This current PD application follows closely to the City of Sanger’s Land Use Map. This development will be adding roads that are needed for the City of Sanger. Forestar Development recently received an approval for a preliminary plat that contains 427 residential lots adjacent NW to this property. This additional density, as well as the High school and Elementary School traffic , will be adding pressure to the current streets. If approved, Granite Industries will be extending Indian Lane and will be addiing another street called Bridle Road. This will relieve pressure on FM 455 and Marion Road , allowing for public safety need and to include a way for emergency vehicles to access citizens, as well as emergency evacuation routes. Currently, if Hwy 455 is blocked it is very difficult to get to the area. In addition to the aforementioned traffic benefits, the City of Sanger will also receive extended water lines and sanitary sewer lines that will provide cross-connections for the city water system. It is the intention of the developer to not seek a Public Infrastructure Development (PID) for this project, rather; the improvements will be solely paid for and constructed at the developer’s expense. There’s a significant amount of infrastructure that must be supported by intended uses in the plans without the benefit of any muncipal funds. In summary, this development will allow for additional streets free of charge to the City of Sanger, as well as provide needing housing for the City of Sanger citizens. The increased housing density (single family and mutli-family) is required to finance the additional infrastructure for the overall development. The Sanger city counsel recently approved a preliminary plat submitted by Forestar Development for 427 single family homes. Even though the Forestar Development is not in ths PD, the impact of their development will be mitigated by the infrastructure improvements anticipated in our plan Indeed, even the Forestar Preliminary Plat provides right-of-way for the continuation of the extenstion of Indian Lane, which will gie thoses 400+ homes a path to schools and services other than through the Sanger Circle Subdivision. That plat did not include any multifamily, and all of the single family homes approved in that plat will benefit from the major improvements that are part of this PD plan. Those residences are included in our analysis. The mutlifamily unit to single family unit ratio will be: approximately 1:2.2 for this development. Please see the proposed PD Plan document and exhibits for further information. Lastely, we acknowledge that the multi-family units don’t strictly align with the housing study. However, much of this plan does very closely align with the long-standing Land Use Map. The multi-family are appropriate use adjunct to the commercial core. These multi-family units will provide added support for the commercial businesses anticipated to locate there and density that will support the extraordinary level of infrastructure called for by the thorough fare plan . IN SUMMARY 1. This plan closely follows the design and intent as previously approved by Sanger P&Z in March 2022, but is more feasible 2. This plan puts in place major infrastructure as has been long planned in the Sanger Thoroughfare Plan, but without the need for municipal assistance such as a PID or TIRZ as previously requested. 3. This plan fulfills the intent of Sanger’s long-standing Land Use Plan 104 Item 15. 2 | P a g e 4. The extension of Indian Lane and Bridle Path Lane will provide additional outlet and traffic relief. 5. This plan significantly improves public safety for the existing and newly approved portion of Sanger Circle. 6. This plan offers direct access to FM 455 for the newly approved Forestar development. 7. This plan meaningfully takes pressure and congestion off of Marion Road.. 105 Item 15. 106 Item 15. 107 Item 15. 108 Item 15. 109 Item 15. 110 Item 15. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger DATE:12/30/2024 2nd REVIEW – Sanger Town Center North - Zoning The request is for a Planned Development (PD) being approximately 133.2 acres. Below are the comments that should be addressed before City Council approval. Resubmit PD with any changes. Planning Comments and responses from 1st review. City response in BLUE. 1. Letter of Intent states development was approved on 5-9-22. Planning & Zoning is a recommending body only. They have no approval authority. This was also part of a much larger development that no longer exists and has proposed a different product. a. The original project was a much larger project, but this current project is being planned in a similar fashion. The original project was used as a guide which we thought would benefit the community and to the City of Sanger. The current plan follows closely to the City of Sanger’s Land Plan map and Thorough Fare Plan. b. Acknowledged 2. The letter states that the developer is not requesting a PID. A PID was already denied for the larger development that was proposed in 2022. This project does not meet the PID guidelines. a. Understood. There’s a significant level of infrastructure that must be supported by the intended uses in the plans without the benefit of any municipal funds. b. Acknowledged 3. The letter states that development will allow for additional streets free of charge to the City of Sanger. All streets within developments are provided for no additional charge to the City of Sanger. a. Understood, but the streets are needed to reduce the congestion in the area, especially Marion Road, and most importantly, to improve public safety and access. b. Acknowledged 111 Item 15. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 4. The letter gives details of the Forestar development. That development is not part of this development and was considered and approved separate and apart from this proposed development. a. Agree. However, the impact of the Forestar Development will be mitigated by the infrastructure improvements anticipated in our plan. Indeed, even the Forestar Preliminary Plat provides a right-of-way for the continuation of the extension of Indian Lane, which will give those 400+ homes a path to schools and services other than through the Sanger Circle subdivision. b. This development stands independently from any other development and will be considered on it’s own merit. 5. Refer to the City of Sanger’s recently approved Housing Study. Multi -family units within the PD do not align with the Housing Study. a. We acknowledge that the multi-family units don’t strictly align with the housing study. However, much of this plan does very closely align with the long standing Land Use Map. The multi-family are appropriate use adjunct to the commercial core. These multi-f businesses anticipated to locate there and density that will support the extraordinary level of infrastructure called for by the thorough fare plan. b. The approved housing study guides our future development and provides for what the projected needs of Sanger are. The Multi-family units exceed the recommendations in the housing study and for the City as a whole. Staff is not in support of a development that is not in line with the guidelines of the study as they serve as the direction from the City Council. 6. Where are the one and two-way alleys proposed to be located? a. There are no alleyways. Removed from the PD. b. Acknowledged 7. Building setbacks should be listed as minimums. Setbacks should be outlined in PD document and not be reliant on the Preliminary Plat and/or Plot Plan. a. Agree. Corrected in the documentation. b. Acknowledged 112 Item 15. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 8. Buildings along an alley shall maintain a defined visibility triangle. a. This PD does not have any alleys b. Acknowledged 9. Clarify Stairs and Stoops front yard encroachment. This would not be allowed in residential areas. a. Clarified. Please see page 7 in the PD. b. Satisfied 10. Commerce uses, the following uses should not be permitted uses – Senior Living, Schools. If these uses are expected define areas where they will be located. a. Senior Living and Schools have been removed as permitted uses. See page 8. b. Satisfied 11. Food trucks need to be in a defined area. a. Food Trucks will not be included in this PD. Removed from page 8. b. Satisfied 12. Automotive repair, maintenance, and tire sales should be within enclosed areas. a. Corrected in PD. Please see page 8 b. Satisfied 13. Merchandise sales located outside of retail establishments is discouraged in areas along main thoroughfares. Clarify the code referenced. a. Removed from page 8 b. Satisfied 113 Item 15. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 14. Under the SUP section what is intended by “prohibited uses”? a. Removed from page 8-9. b. Satisfied 15. Under Lot coverage clarify Min Int Story Ht Ground/Other (ft).\ a. Minimum interior height in the Commercial area will be 10 ft for the first story. Any second story interior height will be 9 ft. b. Satisfied 16. Lot coverage for Commerce is at 90% what does this include? a. This will include the building, parking and landscaping. This will located to overall landscaping in the commercial to be 20% landscape coverage. Ordinance 48.5 Ordinance 23.3 Please see page 9 under additional dimensional standards. b. Separate building lot coverage. It should not be greater than 40% for main buildings and accessory buildings. Parking and landscaping should be considered separately. 17. Lot coverage for MF needs to be lowered to allow for open space and amenities. a. Please see the exhibit III for areas for open space and amenities. Area is marked to allow for open space and amenities. b. Acknowledged, refer to comments #16 18. Both MF and Commerce need to include room to meet landscape and buffer yards. a. This plan will follow ordinance 48.4 and 48.5 on minimum landscaping requirements for single families, multifamily and townhomes. Please see page 9 and 10. b. Satisfied 19. Preliminary Plat should not govern lot coverage. The PD should establish all lot coverage. a. The PD will establish lot coverage. b. Acknowledged 114 Item 15. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 20. Equipment should be located at ground level and screened or roof mounted and screened from public view. a. All equipment will be screened from public view. Corrected page 9 and 10. b. Satisfied 21. Under MF, setbacks along FM 455 should be a minimum of 25’. a. Multifamily along FM 455 will have a minimum of 25’ set back. Corrected on page 9. b. Satisfied for FM 455. Setback for other multi-family should be 25’. 22. Minimum setback between buildings should be defined by this PD and be equal to or exceed building code and code of ordinance requirements. a. The PD will comply with the minimum setback of 10 feet side yard without windows and 15 feet between units with side windows for MF-1 (Townhomes). Regulation 18.3 See page 9 in PD and MF -2 (Apartments) Regulation 19.3. b. Check the wording on this. The PD doesn’t read like above. 23. Minimum setbacks from property lines should be a minimum of 10’. a. The PD will comply with he minimum setback of 10 feet side yard without windows and 15 feet between units with side windows. Regulation 19.3 See page 9. b. Satisfied 24. Minimum floor area should align with Code of Ordinance MF-1. a. Minimum floor area will align with MF -1 for town homes. Ordinance 18.3 #3. Minimum floor area will align with MF -2 for multifamily residential. MF-2 Ordinance 19.3 #3. b. Townhomes should align with the Townhome District (TH-1). Townhomes are not considered multi-family. They carry a single-family designation. Refer to MF- 1 for multi-family square footages. 115 Item 15. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 25. Parking should be calculated 1 per efficiency, 1.5 per one bedroom, 1.75 per two-bedroom, and 2 per three-bedroom units. a. Parking updated to MF-2 Ordinance 19.4 Parking Regulations. Please see page 9 and 10. b. Satisfied 26. Street parking does not count towards parking requirements. a. Street parking has been excluded. Please see page 10. b. Satisfied 27. Residential front building setback should be a minimum 20’ a. Updated in plans see page 10 table. b. Satisfied 28. Rear yard setback should be a minimum of 15’ a. Rear Yard Set Back in MF changed to 15’. Please see page 10. b. Page 10 addressing single-family. Page nine is multi-family and the table contradicts the 15’ rear yard setback. 29. No 40’ or 50’ lot should have a less than a minimum 5’ side yard setback. a. Agreed. We have a 5’ side yard setback, See table on page 16. b. Page 16 is Exibit III. Page 10 shows 5’ sideyard setback. Add a min sideyard setback adjacent a street refer to SF-10. Eliminate zero lot line . 30. Specify if SFA is a townhome or 2-family dwelling. a. The SFA are townhomes Single Family attached townhomes. Front load only. b. Acknowledged 116 Item 15. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger 31. Add a statement that all development will meet Exterior Façade Design Criteria. a. Statement added page 12. Article 3.210 b. Satisfied 32. Add a statement that all development will meet Landscape Ordinance a. Statement added page 12.Codes 48.3, 48.4 an 48.5 b. Satisfied Parks 33. Provide park and trail areas. a. Please see exhibit for park and amenities. b. Provide exhibit showing developable park and trail locations including areas outside floodplain. 34. Add a statement that park equipment will be of commercial grade and approved by the Director of Parks or his designee. a. Please see page for language page 12. b. Satisfied 35. Phasing will be such that a park shall be included and developed with the first phase of development before the completion of the first residential unit. a. Language added regarding phasing page12. b. I don’t see park phasing information Informational Comments 1. The property is within the City of Sanger. 2. The City reserves the right to make additional comments as necessary. 117 Item 15. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org facebook.com/SangerTexas @CityofSanger New Comments 12-30-24 1. Define the maximum number of lots for each 40’ and 50’ lots. 2. Separate Commerce and Multi-family districts. Multi-family should not be included in Commerce. 3. Minimum Townhome size should be between 1000 square feet and 1200 square feet. 4. If a school site is planned show location. If not remove from the table on page 6. 5. Show location of amenity center and add statement “Amenity center will be completed prior to first single- family or multi-family CO being issued. 118 Item 15. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Final Plat of Blue Star Phase 2, being approximately 14.2225 acres of land described as A1066A J.M.A. RUIZ, TR 12 and 12A, within the City of Sanger, generally located east of I-35 and approximately 1746 feet south of Chisum Rd. SUMMARY: The applicant proposes to plat one Industrial lot that will mirror the existing lot. The lot will be located to the north of the current lot. The applicant plans to build an industrial building of approximately 290,940 square feet. The property is served by City of Sanger Electric, Sanger Water and Wastewater. Planning & Zoning recommended approval with the condition 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 all comments have not been satisfied. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 119 Item 16. 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 1/7/2025 7:05:07 PM Location Map 24SANZON-0045 Blue Star Phase 2 Final Plat 120 Item 16. IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) E2 E2 E2 E1 E1E1 E1 E1 E1 E1 E1 ACCESS & UTILITY EASEMENT JOSE MAR I A R U I Z S U R V E Y ABSTRAC T N O . 1 0 6 6 BENJAMIN F . L Y N C H S U R V E Y ABSTRAC T N O . 7 2 5 S89°37'16"E ~ 1,234.56' S0 0 ° 2 2 ' 4 4 " W ~ 5 0 0 . 0 0 ' N89°37'16"W ~ 1,246.08' CL = 5 0 0 . 1 3 ' CB = N 0 1 ° 4 1 ' 5 5 " E L= 5 0 0 . 1 5 ' R= 1 6 , 6 1 5 . 0 0 ' APPROX. SURVEY LINE PORTION OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. CALLED 1.6470 ACRES STATE OF TEXAS INS. NO. 2022-170941, O.P.R.D.C.T. LOT 5, BLOCK A 14.2225 ACRES (619,533 SQ. FT.) REMAINDER OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. RE M A I N D E R O F C A L L E D 2 1 1 . 3 6 A C R E S SA N G E R T E X A S I N D U S T R I A L , L L C IN S . N O . 2 0 2 2 - 1 2 2 5 5 3 , O. P . R . D . C . T . 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT 10' WATER EASEMENT10' WATER EASEMENT10' WATER EASEMENT 17.68' 26.0' EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. ACCESS & UTILITY EASEMENT AC C E S S & U T I L I T Y E A S E M E N T ACCESS & UTILITY EASEMENT AC C E S S & U T I L I T Y E A S E M E N T 30.0' 70 . 0 ' 18.0' N0 1 ° 3 3 ' 5 7 " E ~ 3 2 8 . 9 0 ' S89°37'16"E ~ 1,078.33' L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23L24L25L26L27L28L29L30 L31 L32 L33 L34 L3 5 L36 L37 L38 N89°37'16"W ~ 920.07' S89°37'16"E ~ 910.07' N89°37'16"W ~ 1,081.14' S0 1 ° 3 3 ' 5 7 " W ~ 2 5 9 . 5 1 ' N89°37'16"W ~ 1,135.92' N0 0 ° 2 2 ' 4 4 " E ~ 3 2 4 . 9 0 ' N89°37'16"W ~ 130.31' S89°40'55"E ~ 82.14' C1 C2 C3 C4 C5 C6 C7 C8 C9 C11 C12 C13 C14 C15 C16 C17 C18C19 C20 C21 C22 C23 C24 C1017.70' 299.34' 10.00' 281.11' 10.00'10.00' 321.66' 18.00' 71.08' 35.70' 8.07' 10.00'5.92' L39 228.01' 10.00' 10.00' 255.85' 217.39' 217.39' 20.00' 20.00' 208.55' 208.55' 10.00' 10.00' 17.68' 26.0' 172.36' 182.36' 36.12' 26.11'10.00' 10.00' 51 . 8 3 ' 10 . 0 0 ' 10.00'40.42' 3.79'L=6.32' 9.42' 10.00' L40 L41 L42 L43 60.01' 194.92' 94 . 5 2 ' 95 . 5 0 ' GRAPHIC SCALE IN FEET 50'25'0 1" = 50' MELTON RD CHISAM RD 35 CO R R I D A L N VIEW RD SITE * VICINITY MAP * (NOT TO SCALE) E2 EX. DRAINAGE ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. E1 EX. WATER ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. "X" CUT FOUND N:7,199,172.14 E:2,372,793.16 (NAD83~GRID) POINT OF BEGINNING * LEGEND * "SPOONER 5922" SET IRON ROD FOUND WITH CAPCIRF MONUMENTMON. INSTRUMENT NUMBERINS. NO. 5/8" IRON ROD WITH CAP STAMPEDCIRS DENTON COUNTY, TEXAS OFFICIAL PUBLIC RECORDSO.P.R.D.C.T. EXISTINGEX. * OWNER'S CERTIFICATION * STATE OF TEXAS § COUNTY OF DENTON § WHEREAS SANGER TEXAS INDUSTRIAL, LLC, is the sole owners of a 14.2225 acre tract of land located in the Jose Maria Ruiz Survey, Abstract No. 1066, City of Sanger, Denton County, Texas, said 14.2225 acre tract of land being a portion of a called 211.36 acre tract of land conveyed to SANGER TEXAS INDUSTRIAL, LLC, by deed thereof filed for record in Denton County Clerk's Instrument Number (D.C.C.I.No.) 2022-122553, Official Public Records, Denton County, Texas (O.P.R.D.C.T.), said 14.2225 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at an X-cut in concrete found at the northwest lot corner of Lot 2, Block A, Blue Star Industrial Addition, being an addition to the said City and State, according to the plat thereof filed for record in D.C.C.I. No. 20220525000223, O.P.R.D.C.T., said beginning point being on the common property line of the said 211.36 acre tract and a called 3.6810 acre tract of land conveyed to the State of Texas, by deed thereof filed for record in D.C.C.I. No. 2020-141152, O.P.R.D.C.T., said common property line being the east right-of-way line of Interstate Highway 35 (a variable width public right-of-way with state controlled access), said beginning point also being at the beginning of a curve to the left having a radius of 16,615.00 feet; THENCE along the west property line of the said 211.36 acre tract, along the said east right-of-way line of Interstate Highway 35, and along said curve to the left, an arc length of 500.15 feet, and across a chord which bears North 01°41'55" East, a chord length of 500.13 feet to a 5/8-inch iron rod with a cap stamped "SPOONER 5922" set (hereinafter referred to as an iron rod set), from which a 5/8 inch iron rod with a 2-inch pink plastic cap stamped "TEXAS DEPARTMENT OF TRANSPORTATION" found at the north property corner of the said 3.6610 acre tract, same being a northwest property corner of the said 211.36 acre tract, bears North 00°45'55" West, a distance of 994.78 feet; THENCE over and across the said 211.36 acre tract the following courses and distances: South 89°37'16" East, a distance of 1,234.56 feet to an iron rod set; South 00°22'44" West, a distance of 500.00 feet to a point for corner on an existing sanitary sewer manhole lid found at the northeast lot corner of said Lot 2; THENCE North 89°37'16" West, along the north lot line of said Lot 2, a distance of 1,246.08 feet to the POINT OF BEGINNING, containing 14.2225 acres (619,533 square feet) of land more or less. STATE OF TEXAS § COUNTY OF DENTON § THAT, I, Eric S. Spooner, a Registered Professional Land Surveyor, in the State of Texas, do 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. Surveyed on the ground during the month of October, 2024. ___________________________________________ Eric S. Spooner, R.P.L.S.Date Texas Registration No. 5922 STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared ERIC S. SPOONER, 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 purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of _________, 2024. ____________________________________ Notary Public, State of Texas NOW, THEREFORE KNOWN BY ALL MEN THESE PRESENTS: THAT, I, ______________, a duly authorized agent for SANGER TEXAS INDUSTRIAL, LLC hereby certify that SANGER TEXAS INDUSTRIAL, LLC, is the owner of Blue Star Industrial Addition, and do accept this as its plan for subdividing into lots and blocks and do hereby dedicate to the public forever the streets and easement shown hereon. SANGER TEXAS INDUSTRIAL, LLC By:________________________________________________ Printed Name: __________________________Date________ STATE OF TEXAS § COUNTY OF DENTON § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, 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 purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of_________, 2024. ____________________________________ Notary Public, State of Texas ENGINEER ANIMAS CIVIL ENGINEERING PO BOX 830974 RICHARDSON, TX 75083 (214) 803-1099 ATTN: MICHAEL DOGGETT, P.E. OWNER: SANGER TEXAS INDUSTRIAL, LLC C/O BLUE STAR LAND LP 1 COWBOYS WAY FRISCO, TEXAS 75034 BLUE STAR INDUSTRIAL ADDITION CITY OF SANGER PROJECT NO. ___________ FINAL PLAT SHEET 1 OF 1 12/17/2024 BEING A FINAL PLAT OF A 14.2225 ACRE TRACT OF LAND LOCATED IN THE JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, CITY OF SANGER, DENTON COUNTY, TEXAS, SAID 14.2225 ACRE TRACT BEING A PORTION OF A CALLED 211.36 ACRE TRACT OF LAND CONVEYED TO SANGER TEXAS INDUSTRIAL, LLC, BY DEED THEREOF FILED FOR RECORD IN DENTON COUNTY CLERK'S INSTRUMENT NO. 2022-122553, O.P.R.D.C.T. 1 INDUSTRIAL LOT 14.2225 ACRES ~ ZONED I-1 LOT 5, BLOCK A P.F.C. ON EX. SSMH LID CIRS N:7,199,663.78 E:2,374,042.33 (NAD83~GRID) TX D O T M O N . F O U N D A T N O R T H CO R N E R O F 3 . 6 6 1 0 A C R E T R A C T BE A R S N 0 0 ° 4 5 ' 5 5 " W ~ 9 9 4 . 7 8 ' AP P R O X . C L O F C H I S O L M T R A I L BE A R S N O R T H 1 , 5 8 6 ' POINT FOR CORNERP.F.C. SANITARY SEWER MANHOLESSMH THIS DOCUMENT IS PRELIMINARY FOR REVIEW PURPOSES ONLY ERIC S. SPOONER, R.P.L.S. December 15, 2022 APPROVED AND ACCEPTED CITY OF SANGER DENTON COUNTY, TEXAS ________________________________________________ Chairman, Planning and Zoning Commission Date City of Sanger, Texas ________________________________________________ Thomas Muir Date Mayor, City of Sanger, Texas ATTEST: ________________________________________________ Kelly Edwards Date City Secretary, City of Sanger, Texas County Clerk's Recording Box SURVEYOR SPOONER AND ASSOCIATES, INC. 309 BYERS STREET, #100 EULESS, TEXAS 76039 (817) 685-8448 ATTN: ERIC SPOONER, RPLS CIRS LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 BEARING N00°22'44"E N00°22'44"E N00°22'44"E N00°19'26"E S00°22'44"W S00°22'44"W S00°22'44"W S00°22'44"W S00°22'44"W S00°22'44"W S88°26'03"E N01°33'57"E N88°26'03"W S00°22'44"W S89°37'16"E N00°22'44"E S00°22'44"W N89°50'12"E N00°22'44"E N89°37'16"W S00°22'44"W S89°37'16"E S00°19'05"W N00°19'05"E N00°22'44"E S00°22'44"W N00°22'44"E N00°22'44"E N00°22'44"E S00°22'44"W N00°22'44"E N44°37'16"W N89°37'16"W N00°22'44"E S00°22'44"W N89°37'16"W S89°37'16"E S44°37'16"E N00°22'44"E N00°22'44"E N00°22'44"E N89°37'16"W S88°50'16"E DIST. 20.76' 17.22' 18.50' 26.04' 5.50' 5.50' 5.50' 5.50' 5.50' 5.50' 7.64' 10.00' 7.64' 7.19' 10.00' 8.18' 7.74' 10.00' 7.65' 9.04' 10.00' 9.04' 30.22' 30.21' 30.31' 30.31' 30.31' 30.31' 30.31' 30.31' 6.08' 12.29' 19.14' 15.55' 15.55' 24.66' 43.88' 6.75' 17.68' 17.68' 17.68' 18.00' 41.67' CURVE TABLE C# C1 C2 C3 C4 C5 C6 C7 C8 C9 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C10 RADIUS 20.00 30.00 50.00 80.00 50.00 20.00 40.00 40.00 40.00 20.00 50.00 80.00 20.00 20.00 40.00 50.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 LENGTH 31.84' 14.35' 23.92' 21.57' 12.44' 31.00' 38.94' 38.94' 63.33' 31.42' 13.48' 19.91' 31.00' 31.42' 34.80' 23.80' 23.53' 15.52' 31.76' 21.30' 10.11' 21.31' 32.04' 15.39' CH BEARING N45°59'25"E N13°19'32"W N13°19'32"W N08°06'06"E N08°41'42"E N45°58'20"E S61°44'08"E S61°44'08"E N45°01'14"E N44°37'16"W N08°06'06"E N08°41'42"E N45°58'20"E S44°37'16"E S25°18'21"W S36°36'14"W S56°40'23"W N45°08'45"W N44°49'26"E N59°05'35"W N00°22'44"E N59°51'38"E S43°43'13"E S46°16'47"W CH LENGTH 28.58' 14.21' 23.69' 21.50' 12.41' 27.99' 37.42' 37.42' 56.92' 28.28' 13.44' 19.86' 27.99' 28.28' 33.72' 23.58' 22.20' 14.01' 28.53' 20.31' 9.68' 20.31' 28.73' 13.92' * GENERAL NOTES * ·The bearings shown hereon are referenced to the Texas Coordinate System of 1983, Texas North Central Zone 4202, and are based on the North American Datum of 1983, 2011 Adjustment. All areas shown hereon are calculated based on surface measurements. ·This survey was prepared without the benefit of a Title Commitment prepared by a title company. The easements shown hereon are the only easements known by Spooner & Associates and does not imply that any other easements, covenants, restrictions, or other matters of record do not affect the subject property. No other research was performed by Spooner & Associates, Inc. ·According to the Flood Insurance Rate Map published by the Federal Emergency Management Agency, Department of Homeland Security and by graphic plotting only, the subject property appears to be located in Zone "X" (areas determined to be outside the 0.2 % annual chance floodplain) as shown on Map No. 48121C0070G; map revised April 18, 2011, for Denton County and incorporated areas. ·All lots comply with the minimum size requirements of the zoning district. ·This property may be subject to change related to impact fees and the applicant should contact the City regarding any applicable fees due. ·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. ·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. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·The purpose of this plat is to establish a new lot and easements for the development of the property. ·Water and sanitary sewer provided by the City of Sanger, PO Box 1729, Sanger, Texas 76266, 940-458-2571 ·Electric service provided by Sanger Electric Utilities, 202 Railroad Avenue, Sanger, Texas 76266 and CoServ Electric, 7701 S. Stemmons Freeway, Corinth, Texas 76210, 940-458-2064. ·Telephone Services provided by Century Link, 902-B W. Central Texas Expressway, Suite 201, Killeen TX 76541, 866-916-9805. ·Minimum finished floor elevations are to be at least 2-feet above the 100-year floodplain, if any. 121 Item 16. 122 Item 16. ANIMAS CIVIL ENGINEERING P.O. BOX 830974, RICHARDSON, TEXAS 75083 PH: 214-803-1099 TEXAS ENGINEERING FIRM REG. NO. F-26500 December 9, 2024 City of Sanger Development Services 201 Bolivar Street Sanger, TX 76266 RE: Letter of Intent Final Plat Lot 5, Block A, Blue Star Industrial Addition Dear Sir or Madam: On behalf of the current owner, Sanger Texas Industrial, LLC c/o Blue Star Land, LP, enclosed is our Final Plat submittal. The subject property is known as Lot 5, Block A of Blue Star Industrial Addition and is generally located along the east side of I-35 South of Chisam Road. The proposed lot size is approximately 14.2225 acres. The property will be developed with a 290,940 SF industrial building. We would respectfully request this Final Plat be considered for approval by the Planning & Zoning Commission and City Council at the next available meeting. Should you have any questions, please feel free to contact me. Sincerely, Animas Civil Engineering, LLC Michael Doggett, P.E. (TX, MO, OK, AZ) President 123 Item 16. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/18/24 1st REVIEW COMMENTS – Final Plat – Blue Star Industrial Addition Phase 2 The request is for a Final Plat of Blue Star Industrial Addition Phase 2, being approximately 14.2225acres in the JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, prepared by Animas Civil Engineering, LLC., submitted on 12/18/24. 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. Plat says Preliminary 2. Name of the utilities providers 3. Missing some of the required signature area for City officials 4. Title Block needs to say the type of plat. 5. True bearings and distances to the nearest established street. 6. Typo on the general notes #5 7. Missing note starting with “Notice of selling… 8. Missing note starting with “ Minimum finish floor…. 9. Need the full date of preparation not just month and year. 10. Need length of all arcs, radii 11. Plat says Tarrant County in two different places. 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, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 124 Item 16. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/18/24 2nd REVIEW COMMENTS – Final Plat – Blue Star Industrial Addition Phase 2 The request is for a Final Plat of Blue Star Industrial Addition Phase 2, being approximately 14.2225acres in the JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, prepared by Animas Civil Engineering, LLC., submitted on 12/18/24. 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. Title Block can remove City of Sanger project No. 2. True bearings and distances to the nearest established street. 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, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 125 Item 16. December 23, 2024 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: Blue Star Industrial Addition -Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Final Plat and Civil Plans for Blue Star Industrial Addition Phase 2. The submittal was prepared by Animas Civil Engineering and was received December 10, 2024. 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. Final Plat 1. This final plat is not in accordance with the preliminary plat, but generally, the drainage plan does conform to the accepted drainage study. 2. Callout/show drainage easement for proposed SD lines. drainage infrastructure cannot be lumped into a general utility easement 3. 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. 4. Include certificate for designated city official signatures on all final plats Civil Plan Comments Cover Sheet Comments 1. The final plat is not in accordance with the preliminary plat, but generally, the drainage plan does conform to the accepted drainage study. 2. Confirm detention facility is online and functioning as intended, else provide an interim drainage plan/study. 3. See comment on page number on the sheet, see markup. 126 Item 16. Paving Plan and Dimension Control Comments 1. All steel reinforcing shall be deformed No. 4 bars on eighteen-inch (18") centers both ways per Ordinance § 10.106(b)(2)(B)(ii) 2. Collector streets and alleys shall, at a minimum, be designed and constructed with eight-inch (8") thickness of four thousand (4,000) p.s.i. reinforced concrete pavement on a compacted sub-base. All steel reinforcing shall be deformed No. 4 bars on eighteen-inch (18") centers both ways per Ordinance § 10.106(b)(2)(B)(ii) 3. Where the plasticity index of the soil is twelve (12) or greater, stabilization of the subbase with an eight-inch (8") thickness of six percent (6%) hydrated lime by weight will be required per Ordinance § 10.106(b)(2)(B)(iii) 4. Per Denton County Fire Code, fire lanes shall have a minimum interior turning radius of thirty (30) feet and exterior turning radius of fifty (50) feet. Please review and revise all turning radii to meet minimums 5. Driveway returns onto commercial and industrial property shall be a minimum of fifteen feet (15') and a maximum of twenty-five feet (25') except in special cases per § 10.106(b)(3)(C)(ii) Grading Plan Comments 1. Is there an agreement for the offsite grading? 2. A previous plan review associated with the pond and Lot 2 called for rip rap at the confluence of these channels. Confirm rip rap has been installed and/or provide additional rip rap as needed for this project if existing rip rap is not adequate. ~100 cfs at 6fps or greater is expected to discharge here, please protect 3. Provide offsite flow arrows Drainage Area Map Comments 1. Please provide 5, 10, 25, and 100 yr calcs 2. Intensity from 2020 iSWM hydrology manual? please note source. to be consistent with accepted drainage study, recommend using intensity data in from accepted study (2014 iSWM hydrology manual). 3. See comments related to surcharge for circled inlets (see markups) 4. There appear to be two sheets labelled C-6.01, the DAM should be C-4.01 5. The areas around Drainage areas A2 and A3 appears to be flowing offsite, please verify and revise drainage areas according Storm Drain Plan Comments 1. Water out of the inlet per calcs. Confirm this surcharge does not overflow to adjacent lot. Else revise SD to remove surcharge. See markups. 2. Is the GV included in any lowering? 127 Item 16. 3. Recommend adding a junction/manhole for access at least every 500' 4. Show min 10' DE on all proposed SD and show on plat. 5. Minimum pipe size for 10-foot curb inlets is 21" per § 10.106(d)(5)(C). Please upsize laterals to 21" 6. For areas outside the platted boundary a DE by separate instrument must be recorded. DE should include any energy dissipation (rip rap) and extend min 25' beyond the rip rap. Storm Drain Plan and Profile Comments 1. Show headwall and energy dissipation (rip rap) 2. Provide rip rap calcs to support apron length, width, and thickness 3. Note the source of the stating water surface elevation 4. Label separation distances between SD and SS/W - all crossings 5. Water out of the inlet? Confirm this surcharge does not overflow to adjacent lot. See markups. 6. 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 review and revise. 7. HGL for SD Lat B-4 not consistent with calcs. please review/revise. See markups. Hydraulic Calculations Comments 1. The minimum velocities in conduit shall be 2.5 feet per second per § 10.106(d)(6)(B)(i) 2. The maximum velocity in the pipe shall not exceed 12 feet per second per § 10.106(d)(6)(B)(ii) Utility Plan Comments 1. The manholes shall be placed at points of change in alignment, grade, size of sewer, the intersection of sewers; at the right-of-way lines of major and secondary thoroughfares, whether existing or proposed, and the end of all sanitary sewer mains subject to extension per § 10.106(f)(1)(A)(iii) 2. Ensure all TCEQ crossing requirements are met Erosion Control Comments 1. Please add SF at the toe of all graded slopes to reduce sediment. See markups. 2. Please show or ensure SF is added behind the curb once curb is installed to minimize sediment on the street. See markups. 3. Consider installing a rock filter dam at the outflow for erosion control Paving Details 1. Please provide pavement repair details 128 Item 16. Drainage Details 1. Please provide bedding detail for SD. Utility Details 1. Please provide water line embedment detail Landscape Comments 1. Please show that minimum landscaping requirements for non-residential uses per ordinance § 14A-48.5.2 I-1 and I-2 Industrial Districts have been met. Include narrative per ordinance on the plans to verify requirements have been 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 ASSOCIATES, INC. Firm No. 0312 Attachments: Plans markups 129 Item 16. IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) E2 E2 E2 E1 E1E1 E1 E1 E1 E1 E1 ACCESS & UTILITY EASEMENT (PROPOSED) JOSE MAR I A R U I Z S U R V E Y ABSTRAC T N O . 1 0 6 6 BENJAMIN F . L Y N C H S U R V E Y ABSTRAC T N O . 7 2 5 S89°37'16"E ~ 1,234.56' S0 0 ° 2 2 ' 4 4 " W ~ 5 0 0 . 0 0 ' N89°37'16"W ~ 1,246.08' CL = 5 0 0 . 1 3 ' CB = N 0 1 ° 4 1 ' 5 5 " E L= 5 0 0 . 1 5 ' R= 1 6 , 6 1 5 . 0 0 ' APPROX. SURVEY LINE PORTION OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. CALLED 1.6470 ACRES STATE OF TEXAS INS. NO. 2022-170941, O.P.R.D.C.T. LOT 5, BLOCK A 14.2225 ACRES (619,533 SQ. FT.) REMAINDER OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. REMAINDER OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 17.68' 26.0' 17.68' 26.0' EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. ACCESS & UTILITY EASEMENT (PROPOSED) AC C E S S & U T I L I T Y E A S E M E N T (P R O P O S E D ) ACCESS & UTILITY EASEMENT (PROPOSED) AC C E S S & U T I L I T Y E A S E M E N T (P R O P O S E D ) 30.0' 70 . 0 ' 18.0' GRAPHIC SCALE IN FEET 50'25'0 1" = 50' MELTON RD CHISAM RD 35 CO R R I D A L N VIEW RD SITE * VICINITY MAP * (NOT TO SCALE) E2 EX. DRAINAGE ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. E1 EX. WATER ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. "X" CUT FOUND N:7,199,172.14 E:2,372,793.16 (NAD83~GRID) CIRS POINT OF BEGINNING * LEGEND * "SPOONER 5922" SET IRON ROD FOUND WITH CAPCIRF MONUMENTMON. INSTRUMENT NUMBERINS. NO. 5/8" IRON ROD WITH CAP STAMPEDCIRS DENTON COUNTY, TEXAS OFFICIAL PUBLIC RECORDSO.P.R.D.C.T. EXISTINGEX. * OWNER'S CERTIFICATION * STATE OF TEXAS § COUNTY OF DENTON § WHEREAS SANGER TEXAS INDUSTRIAL, LLC, is the sole owners of a 14.2225 acre tract of land located in the Jose Maria Ruiz Survey, Abstract No. 1066, City of Sanger, Denton County, Texas, said 14.2225 acre tract of land being a portion of a called 211.36 acre tract of land conveyed to SANGER TEXAS INDUSTRIAL, LLC, by deed thereof filed for record in Denton County Clerk's Instrument Number (D.C.C.I.No.) 2022-122553, Official Public Records, Denton County, Texas (O.P.R.D.C.T.), said 14.2225 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at an X-cut in concrete found at the northwest lot corner of Lot 2, Block A, Blue Star Industrial Addition, being an addition to the said City and State, according to the plat thereof filed for record in D.C.C.I. No. 20220525000223, O.P.R.D.C.T., said beginning point being on the common property line of the said 211.36 acre tract and a called 3.6810 acre tract of land conveyed to the State of Texas, by deed thereof filed for record in D.C.C.I. No. 2020-141152, O.P.R.D.C.T., said common property line being the east right-of-way line of Interstate Highway 35 (a variable width public right-of-way with state controlled access), said beginning point also being at the beginning of a curve to the left having a radius of 16,615.00 feet; THENCE along the west property line of the said 211.36 acre tract, along the said east right-of-way line of Interstate Highway 35, and along said curve to the left, an arc length of 500.15 feet, and across a chord which bears North 01°41'55" East, a chord length of 500.13 feet to a 5/8-inch iron rod with a cap stamped "SPOONER 5922" set (hereinafter referred to as an iron rod set), from which a 5/8 inch iron rod with a 2-inch pink plastic cap stamped "TEXAS DEPARTMENT OF TRANSPORTATION" found at the north property corner of the said 3.6610 acre tract, same being a northwest property corner of the said 211.36 acre tract, bears North 00°45'55" West, a distance of 994.78 feet; THENCE over and across the said 211.36 acre tract the following courses and distances: South 89°37'16" East, a distance of 1,234.56 feet to an iron rod set; South 00°22'44" West, a distance of 500.00 feet to a point for corner on an existing sanitary sewer manhole lid found at the northeast lot corner of said Lot 2; THENCE North 89°37'16" West, along the north lot line of said Lot 2, a distance of 1,246.08 feet to the POINT OF BEGINNING, containing 14.2225 acres (619,533 square feet) of land more or less. STATE OF TEXAS § COUNTY OF TARRANT § THAT, I, Eric S. Spooner, a Registered Professional Land Surveyor, in the State of Texas, do 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. Surveyed on the ground during the month of October, 2024. ___________________________________________ Eric S. Spooner, R.P.L.S.Date Texas Registration No. 5922 STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared ERIC S. SPOONER, 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 purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of _________, 2024. ____________________________________ Notary Public, State of Texas NOW, THEREFORE KNOWN BY ALL MEN THESE PRESENTS: THAT, I, ______________, a duly authorized agent for SANGER TEXAS INDUSTRIAL, LLC hereby certify that SANGER TEXAS INDUSTRIAL, LLC, is the owner of Blue Star Industrial Addition, and do accept this as its plan for subdividing into lots and blocks and do hereby dedicate to the public forever the streets and easement shown hereon. SANGER TEXAS INDUSTRIAL, LLC By:________________________________________________ Printed Name: __________________________Date________ STATE OF TEXAS § COUNTY OF ____________ § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, 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 purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of_________, 2024. ____________________________________ Notary Public, State of Texas ENGINEER ANIMAS CIVIL ENGINEERING PO BOX 830974 RICHARDSON, TX 75083 (214) 803-1099 ATTN: MICHAEL DOGGETT, P.E. OWNER: SANGER TEXAS INDUSTRIAL, LLC C/O BLUE STAR LAND LP 1 COWBOYS WAY FRISCO, TEXAS 75034 BLUE STAR INDUSTRIAL ADDITION CITY OF SANGER PROJECT NO. ___________ FINAL PLAT SHEET 1 OF 1 December 2024 BEING A PLAT OF A 14.2225 ACRE TRACT OF LAND LOCATED IN THE JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, CITY OF SANGER, DENTON COUNTY, TEXAS, SAID 14.2225 ACRE TRACT BEING A PORTION OF A CALLED 211.36 ACRE TRACT OF LAND CONVEYED TO SANGER TEXAS INDUSTRIAL, LLC, BY DEED THEREOF FILED FOR RECORD IN DENTON COUNTY CLERK'S INSTRUMENT NO. 2022-122553, O.P.R.D.C.T. 1 INDUSTRIAL LOT 14.2225 ACRES ~ ZONED I-1 LOT 5, BLOCK A P.F.C. ON EX. SSMH LID CIRS N:7,199,663.78 E:2,374,042.33 (NAD83~GRID) TX D O T M O N . F O U N D A T N O R T H CO R N E R O F 3 . 6 6 1 0 A C R E T R A C T BE A R S N 0 0 ° 4 5 ' 5 5 " W ~ 9 9 4 . 7 8 ' (S E E I N S E T " A " ) POINT FOR CORNERP.F.C. SANITARY SEWER MANHOLESSMH * GENERAL NOTES * ·The bearings shown hereon are referenced to the Texas Coordinate System of 1983, Texas North Central Zone 4202, and are based on the North American Datum of 1983, 2011 Adjustment. All areas shown hereon are calculated based on surface measurements. ·This survey was prepared without the benefit of a Title Commitment prepared by a title company. The easements shown hereon are the only easements known by Spooner & Associates and does not imply that any other easements, covenants, restrictions, or other matters of record do not affect the subject property. No other research was performed by Spooner & Associates, Inc. ·According to the Flood Insurance Rate Map published by the Federal Emergency Management Agency, Department of Homeland Security and by graphic plotting only, the subject property appears to be located in Zone "X" (areas determined to be outside the 0.2 % annual chance floodplain) as shown on Map No. 48121C0070G; map revised April 18, 2011, for Denton County and incorporated areas. ·All lots comply with the minimum size requirements of the zoning district. ·This property may be subject to change related to impact fee4s and the applicant should contact the City regarding any applicable fees due. ·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. ·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. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·The purpose of this plat is to establish a new lot and easements for the development of the property. THIS DOCUMENT IS PRELIMINARY FOR REVIEW PURPOSES ONLY ERIC S. SPOONER, R.P.L.S. December 15, 2022 Approved for Preparation of Final Plat _____________________________ City of Sanger, TX Date Planning and Zoning County Clerk's Recording Box SURVEYOR SPOONER AND ASSOCIATES, INC. 309 BYERS STREET, #100 EULESS, TEXAS 76039 (817) 685-8448 ATTN: ERIC SPOONER, RPLS 1. 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. 2. Include certificate for designated city official signatures on all final plats Show water and drainage easement 1. This final plat is not in accordance with the preliminary plat, but generally, the drainage plan does conform to the accepted drainage study. 2. callout/show private drainage easements for proposed SD lines. drainage infrastructure cannot be lumped into a general utility easement. 130 Item 16. CONSTRUCTION PLANS FOR BLUE STAR INDUSTRIAL BLDG. L LOT 5R, BLOCK A, BLUE STAR ADDITION INTERSTATE HIGHWAY 35 THE TOWN OF SANGER DENTON COUNTY, TEXAS ENGINEER: ANIMAS CIVIL ENGINEERING, LLC. MICHAEL DOGGETT, P.E. P.O. BOX 830974 RICHARDSON, TEXAS 75083 (214) 803-1099 Michael@AnimasCivil.com DECEMBER 2024 VICINITY MAP N.T.S. © DEVELOPER: JOE HICKMAN SANGER TEXAS INDUSTRIAL, LLC c/o BLUE STAR LAND, LP 1 COWBOYS WAY FRISCO, TX 75034 (214) 437-3651 JOEHICKMAN@DALLASCOWBOYS.NET SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 7 : 5 3 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ C o v e r S h e e t . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 C-1.00 CO V E R S H E E T PROJECT SITE Sheet List Table Sheet Number Sheet Title C-1.00 COVER SHEET C-1.01 KEYMAP C-1.02 FINAL PLAT C-2.01 PAVING AND DIMENSION CONTROL PLAN C-2.02 PAVING AND DIMENSION CONTROL PLAN C-3.01 GRADING PLAN C-3.02 GRADING PLAN C-4.01 DRAINAGE AREA MAP C-5.01 STORM PLAN C-5.02 STORM PLAN C-5.03 STORM PROFILES C-5.04 STORM PROFILES C-5.05 STORM PROFILES C-5.06 DRAINAGE CALCULATIONS C-6.01 UTILITY PLAN C-6.02 UTILITY PLAN C-7.01 EROSION CONTROL PLAN C-8.01 EROSION CONTROL DETAILS C-8.02 PAVING DETAILS C-8.03 DRAINAGE DETAILS C-8.04 DRAINAGE DETAILS C-8.05 UTILITY DETAILS C-8.06 UTILITY DETAILS L-1 LANDSCAPE PLAN L-2 LANDSCAPE PLAN L-3 LANDSCAPE PLAN L-4 PLANTING DETAILS L-5 PLANTING SPECS L-6 TURF SPECS ARCHITECT: COLT MALLOY, ASSOC. AIA, PROJECT MANAGER CORE ARCHITECTS (479) 903-7417 CDMALLOY@CORE-ARCH.COM 12/7/2024 Stormwater Comments 12/20/2024 Erin Storey estorey@halff.com 1. The final plat is not in accordance with the preliminary plat, but generally, the drainage plan does conform to the accepted drainage study. 2. confirm detention facility is online and functioning as intended, else provide an interim drainage plan/study see comment on page number on the sheet 131 Item 16. W W W W W W W W W WWWWWWWWWWWWWWWWWWWWW W W W W W W W W WW W W 8 17 17 18 617212017177 34 LOT 5 14.22 ACRES 28 F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL PUMP ROOM EL E C 400 401402 403 MA G N A I L F N D W S H I N E R X-CUT FND CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. M SV HCSHCSHCSHCSFIRE DEPT CONN SV WATER UTILITYE HCSHCS SVSV IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) SVSV FMK 41551 FIBER MARKER 1-800-395-0440720.72 OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO INDUSTRIAL BUILDING F.F.E. = 715.4' LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. FIBER VAULT 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 8" PVC 42" RCP 27" RCP FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT 1 8 " R C P E FIRE PUMP TEST HEADER FIBER MARKER 800-395-0440 (NO COMPANY STATED) NO R T E X F I B E R NO R T E X F I B E R NO R T E X F I B E R NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. CALLED 1.6470 ACRES STATE OF TEXAS INS. NO. 2022-170941, O.P.R.D.C.T. 00 50'100' GRAPHIC SCALE 50' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 8 : 0 7 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ K e y M a p . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 VICINITY MAP N.T.S. PROJECT SITE N S W E MA T C H L I N E A - A C-1.01 KE Y M A P 12/7/2024 132 Item 16. IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) E2 E2 E2 E1 E1E1 E1 E1 E1 E1 E1 ACCESS & UTILITY EASEMENT (PROPOSED) JOSE MAR I A R U I Z S U R V E Y ABSTRAC T N O . 1 0 6 6 BENJAMIN F . L Y N C H S U R V E Y ABSTRAC T N O . 7 2 5 S89°37'16"E ~ 1,234.56' S0 0 ° 2 2 ' 4 4 " W ~ 5 0 0 . 0 0 ' N89°37'16"W ~ 1,246.08' CL = 5 0 0 . 1 3 ' CB = N 0 1 ° 4 1 ' 5 5 " E L= 5 0 0 . 1 5 ' R= 1 6 , 6 1 5 . 0 0 ' APPROX. SURVEY LINE PORTION OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. CALLED 1.6470 ACRES STATE OF TEXAS INS. NO. 2022-170941, O.P.R.D.C.T. LOT 5, BLOCK A 14.2225 ACRES (619,533 SQ. FT.) REMAINDER OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. REMAINDER OF CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 10' WATER EASEMENT (PROPOSED) 17.68' 26.0' 17.68' 26.0' EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. ACCESS & UTILITY EASEMENT (PROPOSED) AC C E S S & U T I L I T Y E A S E M E N T (P R O P O S E D ) ACCESS & UTILITY EASEMENT (PROPOSED) AC C E S S & U T I L I T Y E A S E M E N T (P R O P O S E D ) 30.0' 70 . 0 ' 18.0' GRAPHIC SCALE IN FEET 50'25'0 1" = 50' MELTON RD CHISAM RD 35 CO R R I D A L N VIEW RD SITE * VICINITY MAP * (NOT TO SCALE) E2 EX. DRAINAGE ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. E1 EX. WATER ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. "X" CUT FOUND N:7,199,172.14 E:2,372,793.16 (NAD83~GRID) CIRS POINT OF BEGINNING * LEGEND * "SPOONER 5922" SET IRON ROD FOUND WITH CAPCIRF MONUMENTMON. INSTRUMENT NUMBERINS. NO. 5/8" IRON ROD WITH CAP STAMPEDCIRS DENTON COUNTY, TEXAS OFFICIAL PUBLIC RECORDSO.P.R.D.C.T. EXISTINGEX. * OWNER'S CERTIFICATION * STATE OF TEXAS § COUNTY OF DENTON § WHEREAS SANGER TEXAS INDUSTRIAL, LLC, is the sole owners of a 14.2225 acre tract of land located in the Jose Maria Ruiz Survey, Abstract No. 1066, City of Sanger, Denton County, Texas, said 14.2225 acre tract of land being a portion of a called 211.36 acre tract of land conveyed to SANGER TEXAS INDUSTRIAL, LLC, by deed thereof filed for record in Denton County Clerk's Instrument Number (D.C.C.I.No.) 2022-122553, Official Public Records, Denton County, Texas (O.P.R.D.C.T.), said 14.2225 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at an X-cut in concrete found at the northwest lot corner of Lot 2, Block A, Blue Star Industrial Addition, being an addition to the said City and State, according to the plat thereof filed for record in D.C.C.I. No. 20220525000223, O.P.R.D.C.T., said beginning point being on the common property line of the said 211.36 acre tract and a called 3.6810 acre tract of land conveyed to the State of Texas, by deed thereof filed for record in D.C.C.I. No. 2020-141152, O.P.R.D.C.T., said common property line being the east right-of-way line of Interstate Highway 35 (a variable width public right-of-way with state controlled access), said beginning point also being at the beginning of a curve to the left having a radius of 16,615.00 feet; THENCE along the west property line of the said 211.36 acre tract, along the said east right-of-way line of Interstate Highway 35, and along said curve to the left, an arc length of 500.15 feet, and across a chord which bears North 01°41'55" East, a chord length of 500.13 feet to a 5/8-inch iron rod with a cap stamped "SPOONER 5922" set (hereinafter referred to as an iron rod set), from which a 5/8 inch iron rod with a 2-inch pink plastic cap stamped "TEXAS DEPARTMENT OF TRANSPORTATION" found at the north property corner of the said 3.6610 acre tract, same being a northwest property corner of the said 211.36 acre tract, bears North 00°45'55" West, a distance of 994.78 feet; THENCE over and across the said 211.36 acre tract the following courses and distances: South 89°37'16" East, a distance of 1,234.56 feet to an iron rod set; South 00°22'44" West, a distance of 500.00 feet to a point for corner on an existing sanitary sewer manhole lid found at the northeast lot corner of said Lot 2; THENCE North 89°37'16" West, along the north lot line of said Lot 2, a distance of 1,246.08 feet to the POINT OF BEGINNING, containing 14.2225 acres (619,533 square feet) of land more or less. STATE OF TEXAS § COUNTY OF TARRANT § THAT, I, Eric S. Spooner, a Registered Professional Land Surveyor, in the State of Texas, do 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. Surveyed on the ground during the month of October, 2024. ___________________________________________ Eric S. Spooner, R.P.L.S.Date Texas Registration No. 5922 STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared ERIC S. SPOONER, 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 purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of _________, 2024. ____________________________________ Notary Public, State of Texas NOW, THEREFORE KNOWN BY ALL MEN THESE PRESENTS: THAT, I, ______________, a duly authorized agent for SANGER TEXAS INDUSTRIAL, LLC hereby certify that SANGER TEXAS INDUSTRIAL, LLC, is the owner of Blue Star Industrial Addition, and do accept this as its plan for subdividing into lots and blocks and do hereby dedicate to the public forever the streets and easement shown hereon. SANGER TEXAS INDUSTRIAL, LLC By:________________________________________________ Printed Name: __________________________Date________ STATE OF TEXAS § COUNTY OF ____________ § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, 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 purpose and consideration therein expressed, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, on this the _____ day of_________, 2024. ____________________________________ Notary Public, State of Texas ENGINEER ANIMAS CIVIL ENGINEERING PO BOX 830974 RICHARDSON, TX 75083 (214) 803-1099 ATTN: MICHAEL DOGGETT, P.E. OWNER: SANGER TEXAS INDUSTRIAL, LLC C/O BLUE STAR LAND LP 1 COWBOYS WAY FRISCO, TEXAS 75034 BLUE STAR INDUSTRIAL ADDITION CITY OF SANGER PROJECT NO. ___________ FINAL PLAT SHEET 1 OF 1 December 2024 BEING A PLAT OF A 14.2225 ACRE TRACT OF LAND LOCATED IN THE JOSE MARIA RUIZ SURVEY, ABSTRACT NO. 1066, CITY OF SANGER, DENTON COUNTY, TEXAS, SAID 14.2225 ACRE TRACT BEING A PORTION OF A CALLED 211.36 ACRE TRACT OF LAND CONVEYED TO SANGER TEXAS INDUSTRIAL, LLC, BY DEED THEREOF FILED FOR RECORD IN DENTON COUNTY CLERK'S INSTRUMENT NO. 2022-122553, O.P.R.D.C.T. 1 INDUSTRIAL LOT 14.2225 ACRES ~ ZONED I-1 LOT 5, BLOCK A P.F.C. ON EX. SSMH LID CIRS N:7,199,663.78 E:2,374,042.33 (NAD83~GRID) TX D O T M O N . F O U N D A T N O R T H CO R N E R O F 3 . 6 6 1 0 A C R E T R A C T BE A R S N 0 0 ° 4 5 ' 5 5 " W ~ 9 9 4 . 7 8 ' (S E E I N S E T " A " ) POINT FOR CORNERP.F.C. SANITARY SEWER MANHOLESSMH * GENERAL NOTES * ·The bearings shown hereon are referenced to the Texas Coordinate System of 1983, Texas North Central Zone 4202, and are based on the North American Datum of 1983, 2011 Adjustment. All areas shown hereon are calculated based on surface measurements. ·This survey was prepared without the benefit of a Title Commitment prepared by a title company. The easements shown hereon are the only easements known by Spooner & Associates and does not imply that any other easements, covenants, restrictions, or other matters of record do not affect the subject property. No other research was performed by Spooner & Associates, Inc. ·According to the Flood Insurance Rate Map published by the Federal Emergency Management Agency, Department of Homeland Security and by graphic plotting only, the subject property appears to be located in Zone "X" (areas determined to be outside the 0.2 % annual chance floodplain) as shown on Map No. 48121C0070G; map revised April 18, 2011, for Denton County and incorporated areas. ·All lots comply with the minimum size requirements of the zoning district. ·This property may be subject to change related to impact fee4s and the applicant should contact the City regarding any applicable fees due. ·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. ·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. ·This plat does not alter or remove existing deed restrictions, if any, on this property. ·The purpose of this plat is to establish a new lot and easements for the development of the property. THIS DOCUMENT IS PRELIMINARY FOR REVIEW PURPOSES ONLY ERIC S. SPOONER, R.P.L.S. December 15, 2022 Approved for Preparation of Final Plat _____________________________ City of Sanger, TX Date Planning and Zoning County Clerk's Recording Box SURVEYOR SPOONER AND ASSOCIATES, INC. 309 BYERS STREET, #100 EULESS, TEXAS 76039 (817) 685-8448 ATTN: ERIC SPOONER, RPLS 1. This final plat is not in accordance with the preliminary plat, but generally, the drainage plan does conform to the accepted drainage study. 2. callout/show private drainage easements for proposed SD lines. drainage infrastructure cannot be lumped into a general utility easement. Show water and drainage easement 1. 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. 2. Include certificate for designated city official signatures on all final plats 133 Item 16. LOT 5 14.22 ACRES FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL PUMP ROOM EL E C 403 MA G N A I L F N D W S H I N E R X-CUT FND FMK OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. S89°37'16"E1234.56' S89°37'16"E1246.08' R10' 9' 12.5'(TYP)12.5'(TYP)18' 30' 9.0'(TYP) 9.0'(TYP) 5 ' 9'9'9' 5'5'5'5' 5' 10' 2 6 0 ' 5 ' ( T Y P ) 5' (TYP) 6 0 ' 7 0 ' R20' R10' R20' R50' R80' R20' R50' R30' R20' R20' R20' 9.0'(TYP) 9.0'(TYP) 11.8' 5' 1119' N: 7200620.59 E: 2373216.07 N: 7200352.70 E: 2373198.30 ∆=1°43'29" R=16615.00' L=500.15' CB=N1°41'55"E C=500.13' 5 ' 9'9' FLFLFLFLFL FLFLFLFLFL FL FL FL FL FL FL FL FL FL FL CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. WWWWW 99.8' 53.3' R10'R10' 5' 306' 9' 00 30'60' GRAPHIC SCALE 30' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 8 : 2 3 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ P a v i n g a n d D i m e n s i o n P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 HEAVY DUTY SECTION REINFORCED PORTLAND CEMENT CONCRETE, MIN COMPRESSIVE STRENGTH OF 3,600 PSI AT 28 DAYS BETWEEN 4 AND 6 PERCENT ENTRAINED AIR REINFORCE WITH #3 BARS @ 18" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION 6" 8" LIGHT DUTY SECTION 6 INCH SUBGRADE HAVING A PLASTICITY INDEX BETWEEN 7 AND 20. THIS COURSE SHOULD BE MIXED IN PLACE WITH THE EXISTING SUBGRADE TO THE SUBGRADE LINES. EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6" AND COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DEFINED BY ASTM D 698 (STANDARD PROCTOR TEST), AT MOISTURE CONTENT BETWEEN OPTIMUM AND 4 POINTS ABOVE OPTIMUM. REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE STRENGTH OF 3,600 PSI AT 28 DAYS REINFORCE WITH #3 BARS @ 24" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION 6" 5" Know what'sbelow. before you dig.Call C-2.01 PA V I N G A N D DI M E N S I O N CO N T R O L P L A N N S W E TYP. S W FDC FH SIDEWALK PAVEMENT LEGEND PROPERTY LINE PROPOSED TRANSFORMER LOCATION NUMBER OF PARKING SPACES PER ROW EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING SAN. SWR. MANHOLE EXISTING SIGN ACCESSIBLE PARKING SYMBOL ACCESSIBLE ROUTE WATER METER FIRE HYDRANT FIRE DEPARTMENT CONNECTION SANITARY SEWER MANHOLE TYPICAL VICINITY MAP N.T.S. PROJECT SITE N S W E IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) MA T C H L I N E A - A NOTES 1.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING FOOT PRINT DIMENSIONS. 2.ALL DIMENSIONS ARE FROM THE FACE OF CURB , FACE OF BUILDING, OR PROPERTY LINE UNLESS NOTED OTHERWISE. 3.ALL CURB RADII ARE 2' UNLESS NOTED OTHERWISE. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FINAL GEOTECH REPORT FOR BUILDING SUB GRADE PREPARATION REQUIREMENTS. 5.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE CONSTRUCTION SPECIFICATIONS. 6.CONTRACTOR SHALL REFER TO M.E.P. AND LANDSCAPE PLANS FOR CONDUIT PLACEMENT PRIOR TO PAVING. 6 INCH LIME TREATED SUBGRADE HAVING A PLASTICITY INDEX BETWEEN 7 AND 20. THIS COURSE SHOULD BE MIXED IN PLACE WITH THE EXISTING SUBGRADE TO THE SUBGRADE LINES. EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6" AND COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DEFINED BY ASTM D 698 (STANDARD PROCTOR TEST), AT MOISTURE CONTENT BETWEEN OPTIMUM AND 4 POINTS ABOVE OPTIMUM. *THESE SECTIONS BELOW ARE SHOWN FOR REFERENCE ONLY. PAVEMENT DESIGN AND SOIL PREPARATION RECOMMENDATIONS BY RONE ENGINEERS (REPORT NO. 22-26269 DATED APRIL 2022) SHALL BE ADHERED TO FOR BOTH MATERIALS AND PRACTICE OF INSTALLATION 12/7/2024 Collector streets and alleys shall, at a minimum, be designed and constructed with eight-inch (8") thickness of four thousand (4,000) p.s.i. reinforced concrete pavement on a compacted sub-base. All steel reinforcing shall be deformed No. 4 bars on eighteen-inch (18") centers both ways per Ordinance § 10.106(b)(2)(B)(ii) All steel reinforcing shall be deformed No. 4 bars on eighteen-inch (18") centers both ways per Ordinance § 10.106(b)(2)(B)(ii) Where the plasticity index of the soil is twelve (12) or greater, stabilization of the subbase with an eight-inch (8") thickness of six percent (6%) hydrated lime by weight will be required per Ordinance § 10.106(b)(2)(B)(iii) Per Denton County Fire Code, fire lanes shall have a minimum interior turning radius of thirty (30) feet and exterior turning radius of fifty (50) feet. Please review and revise all turning radii to meet minimums 134 Item 16. F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL EL E C CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. S S EX. F.A.D.U.E. ESMT. 7 0 ' 6 0 ' 12.5'(TYP)99.8' 18' 53.3' 12.5'(TYP) 1 7 ' R40' R20' R40'R40' R20' R10' R20' R10' R20' R10'R10' 9.0'(TYP) 2 0 . 0 ' ( T Y P ) 9'9'9'9' 9.0'(TYP) 36' R40' 46' 5'5'5'5'5' 5 ' 306' 5' 3 0 ' 1 0 ' N: 7200353.19 E: 2374333.33 N: 7200613.19 E: 2374335.05 5 . 5 ' S89°37'16"E1234.56' N 0 ° 2 2 ' 4 4 " E 5 0 0 . 0 0 ' S89°37'16"E1246.08' 9'9' LOT 5 14.22 ACRES FLFLFLFLFL FLFLFLFLFL FL FL FL FL FL FL FL FL FL FL PUMP ROOM SANGER TEXAS INDUSTRIAL, LLC SS SS SS SS SS SS 5' 9.0'(TYP) 1119' 00 30'60' GRAPHIC SCALE 30' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 8 : 3 4 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ P a v i n g a n d D i m e n s i o n P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 NOTES 1.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING FOOT PRINT DIMENSIONS. 2.ALL DIMENSIONS ARE FROM THE FACE OF CURB , FACE OF BUILDING, OR PROPERTY LINE UNLESS NOTED OTHERWISE. 3.ALL CURB RADII ARE 2' UNLESS NOTED OTHERWISE. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FINAL GEOTECH REPORT FOR BUILDING SUB GRADE PREPARATION REQUIREMENTS. 5.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE CONSTRUCTION SPECIFICATIONS. 6.CONTRACTOR SHALL REFER TO M.E.P. AND LANDSCAPE PLANS FOR CONDUIT PLACEMENT PRIOR TO PAVING. Know what'sbelow. before you dig.Call C-2.02 PA V I N G A N D DI M E N S I O N CO N T R O L P L A N *THESE SECTIONS BELOW ARE SHOWN FOR REFERENCE ONLY. PAVEMENT DESIGN AND SOIL PREPARATION RECOMMENDATIONS BY RONE ENGINEERS (REPORT NO. 22-26269 DATED APRIL 2022) SHALL BE ADHERED TO FOR BOTH MATERIALS AND PRACTICE OF INSTALLATION VICINITY MAP N.T.S. PROJECT SITE N S W E N S W E TYP. S W FDC FH SIDEWALK PAVEMENT LEGEND PROPERTY LINE PROPOSED TRANSFORMER LOCATION NUMBER OF PARKING SPACES PER ROW EXISTING LIGHT POLE EXISTING FIRE HYDRANT EXISTING SAN. SWR. MANHOLE EXISTING SIGN ACCESSIBLE PARKING SYMBOL ACCESSIBLE ROUTE WATER METER FIRE HYDRANT FIRE DEPARTMENT CONNECTION SANITARY SEWER MANHOLE TYPICAL HEAVY DUTY SECTION REINFORCED PORTLAND CEMENT CONCRETE, MIN COMPRESSIVE STRENGTH OF 3,600 PSI AT 28 DAYS BETWEEN 4 AND 6 PERCENT ENTRAINED AIR REINFORCE WITH #3 BARS @ 18" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION 6" 8" LIGHT DUTY SECTION 6 INCH SUBGRADE HAVING A PLASTICITY INDEX BETWEEN 7 AND 20. THIS COURSE SHOULD BE MIXED IN PLACE WITH THE EXISTING SUBGRADE TO THE SUBGRADE LINES. EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6" AND COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DEFINED BY ASTM D 698 (STANDARD PROCTOR TEST), AT MOISTURE CONTENT BETWEEN OPTIMUM AND 4 POINTS ABOVE OPTIMUM. REINFORCED PORTLAND CEMENT CONCRETE, MIN. COMPRESSIVE STRENGTH OF 3,600 PSI AT 28 DAYS REINFORCE WITH #3 BARS @ 24" O.C.E.W. WITH CONSTRUCTION JOINTS NOT TO EXCEED 15 FEET IN ANY DIRECTION 6" 5" 6 INCH LIME TREATED SUBGRADE HAVING A PLASTICITY INDEX BETWEEN 7 AND 20. THIS COURSE SHOULD BE MIXED IN PLACE WITH THE EXISTING SUBGRADE TO THE SUBGRADE LINES. EXPOSED SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF 6" AND COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DEFINED BY ASTM D 698 (STANDARD PROCTOR TEST), AT MOISTURE CONTENT BETWEEN OPTIMUM AND 4 POINTS ABOVE OPTIMUM. MA T C H L I N E A - A 12/7/2024 Driveway returns onto commercial and industrial property shall be a minimum of fifteen feet (15') and a maximum of twenty-five feet (25') except in special cases per § 10.106(b)(3)(C)(ii) 135 Item 16. 401 FLFLFL FLFLFL FL FL FL FL FL FL FL FL 710 714 711 712 714.80 TC 714.30 TP 712.75 TC 712.25 TP 712.94 TC 712.44 TP 712.92 TC 712.42 TP 714.00 TC 713.50 TP 7 1 0 707 711.00 TP 710.20 TC 709.70 TP 402 X-CUT FND CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. SVSV OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT E E NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. LOT 5 14.22 ACRES FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL PUMP ROOM EL E C 71 0 713 714 70 9 710 709 710 7 1 0 709 7 1 1 7 1 2 7 1 3 7 1 4 714 7 1 2 71 3 71 4 71 3 7 1 3 7 1 4 7 1 5 7 1 7 71 6 715 714 714 713 714 713 7 1 5 7 1 6 7 1 7 7 1 8 7 1 9 711712713714715716717 710711712713714715 710 711 712 713 714 FF: 715.00 714.80 TC 714.30 TP 4.6 0 % 1 . 0 0 % 3.00% 3.12% 1.00% 714.80 TC 714.30 TP 714.80 TC 714.30 TP 715.02 TC 714.52 TP 714.30 TC 713.80 TP 713.82 TC 713.32 TP 714.40 TC 713.90 TP 714.40 TC 713.90 TP 714.72 TC 714.22 TP 714.80 TC 714.30 TP 713.43 TC 712.93 TP 713.62 TC 713.12 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 713.93 TC 713.43 TP713.77 TC 713.27 TP 714.68 TC 714.18 TP714.61 TC 714.11 TP 715.43 TC 714.93 TP 714.62 TC 714.12 TP 714.67 TC 714.17 TP 714.86 TC 714.36 TP 714.68 TC 714.18 TP 714.36 TC 713.86 TP 713.10 TC 712.60 TP 714.39 TC 713.89 TP 713.95 TC 713.45 TP 712.61 TC 712.11 TP 711.89 TC 711.39 TP 711.48 TC 710.98 TP 711.00 TC 710.50 TP 711.50 TC 711.00 TP 711.50 TC 711.00 TP 711.00 TC 710.50 TP 711.72 TC 711.22 TP 710.92 TC 710.42 TP 710.75 TC 710.25 TP 710.93 TC 710.43 TP 711.50 TC 711.00 TP 708.90 TC 708.40 TP708.74 TC 708.24 TP 708.99 TC 708.49 TP 714.30 TC 713.80 TP 715.15 TC 714.65 TP 715.76 TC 715.26 TP 716.01 TC 715.51 TP 716.44 TC 715.94 TP 716.77 TC 716.27 TP 716.50 TC 716.00 TP 716.48 TC 715.98 TP 717.34 TC 716.84 TP 718.19 ME 716.67 ME 717.00 TC 716.50 TP 716.52 TC 716.02 TP 716.34 TC 715.84 TP 715.50 TC 715.00 TP 714.12 TC 713.62 TP 714.00 TC 713.50 TP 714.24 TC 713.74 TP 714.24 TC 713.74 TP 714.27 TP 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.93 TP 714.43 TP 714.93 TP 714.63 TC 714.13 TP 713.42 TC 712.92 TP 714.69 TC 714.19 TP 714.71 TC 714.21 TP 714.56 TC 714.06 TP 714.56 TC 714.06 TP 713.24 TC 712.74 TP 713.59 TC 713.09 TP 713.91 TC 713.41 TP 713.94 TC 713.44 TP 714.08 TC 713.58 TP 714.04 TC 713.54 TP 714.80 TC 714.30 TP 714.16 TP 714.19 TP 714.80 TC 714.30 TP 714.92 TP 714.43 TP714.43 TP 714.92 TP 714.30 TP 714.30 TP 70 9 70971 0 71 1 71 2 71 3 71 3 71 4 71 5 71 6 7 1 7 71 871 9 71 9 719 70 8 70 9 71 0 7 1 1 7 1 2 7 1 3 7 1 4 7 1 5 7 1 6 7 1 7 70 8 70 9 710 711 710.20 TC 709.70 TP 711.00 TP 710.27 TC 709.77 TP 714.55 TC 714.05 TP 714.65 TC 714.15 TP 714.43 TP SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 8 : 5 4 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ G r a d i n g P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 00 30'60' GRAPHIC SCALE 30' C-3.01 GR A D I N G P L A N MA T C H L I N E A - A PROPOSED CONTOUR PROPOSED TOP OF CURB ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION EXISTING CONTOUR PROPERTY LINE 475 475 TC TP LEGEND MATCH EXISTINGME 1.SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SUBGRADE PREPARATIONS SPECIFICATIONS FOR ALL PROPOSED BUILDINGS. 3.ALL FILL MATERIAL SHALL BE COMPACTED PER GEOTECH RECOMMENDATION. REFER TO PAVING SECTION DETAILS FOR SUBGRADE PREPARATION REQUIREMENTS UNDER ALL PAVED AREAS. (REFER TO GEOTECH REPORT) 4.CONTRACTOR SHALL VERIFY ALL SIDEWALKS HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 2%. IF THE CONTRACTOR IDENTIFIES SLOPES GREATER, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION. 5.SPOT ELEVATIONS IDENTIFIED AS "MATCH EXISTING" SHALL BE FIELD VERIFIED. CONTRACTOR SHALL NOTIFY CIVIL ENGINEERING CONSULTANT (CEC) OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH GRADING ACTIVITIES. GRADING NOTES Know what'sbelow. before you dig.Call VICINITY MAP N.T.S. PROJECT SITE 12/7/2024 1. Provide offsite flow arrows Is there an agreement for the offsite grading? 136 Item 16. 400 401 M SV SV EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. F L FLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL 710 7 0 3 7 0 4 7 0 5 7 0 6 7 0 7 705 706 707 708 709 710 7 0 8 7 0 9 7 1 0 7 1 1 7 1 2 7 1 3 7 1 4 711 712 713 714 709 70 8709710711 712 713 712 713 714 714 711 712 713 FF: 715.00 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 713.66 TC 713.16 TP 711.29 ME711.61 ME 714.26 TC 713.76 TP 714.27 TC 713.77 TP 713.93 TC 713.43 TP 712.84 TC 712.34 TP 713.90 TC 713.40 TP 713.75 TC 713.25 TP 712.75 TC 712.25 TP 712.94 TC 712.44 TP 711.50 TC 711.00 TP 711.18 TC 710.68 TP 710.92 TC 710.42 TP 710.82 TC 710.32 TP 711.10 TC 710.60 TP 711.27 TC 710.77 TP 709.40 TC 708.90 TP 705.57 TC 705.07 TP 707.31 TC 706.81 TP 706.96 ME 705.04 ME 706.24 TC 705.74 TP 710.43 TC 709.93 TP 710.79 TC 710.29 TP 711.14 TC 710.64 TP 711.23 TC 710.73 TP 711.16 TC 710.66 TP 711.34 TC 710.84 TP 711.09 TC 710.59 TP 710.87 TC 710.37 TP 710.73 TC 710.23 TP 710.14 TC 709.64 TP 708.76 TC 708.26 TP 712.92 TC 712.42 TP 714.00 TC 713.50 TP 714.00 TC 713.50 TP 714.15 TC 713.65 TP 712.70 TC 712.20 TP 712.13 TC 711.63 TP 714.22 TC 713.72 TP 714.35 TC 713.85 TP 714.42 TC 713.92 TP 713.94 TC 713.44 TP 713.99 TC 713.49 TP 713.90 TP 713.90 TP 714.80 TC 714.30 TP 714.30 TP714.30 TP 714.80 TC 714.30 TP 714.92 TP 714.42 TP 714.42 TP 714.92 TP 710 71 0 70 1 7 0 1 7 0 1 70 2 7 0 2 702 7 0 2 703 7 0 3 704 7 0 4 705 70 5 7 0 6 7 0 6 70 7 7 0 7 70 8 70 8 70 9 7 1 0 71 0 7 1 1 71 1 7 0 4705 70 6707 711.00 TP 710.20 TC 709.70 TP 714.80 TC 714.30 TP CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. WATER UTILITY E E E LOT 5 14.22 ACRES FLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL PUMP ROOM EL E C 71 0 713 714 70 9 714 713 710 711 712 713 714 713.43 TC 712.93 TP 713.62 TC 713.12 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 714.80 TC 714.30 TP 713.93 TC 713.43 TP713.77 TC 713.27 TP 711.50 TC 711.00 TP 711.00 TC 710.50 TP 711.72 TC 711.22 TP 710.92 TC 710.42 TP 710.75 TC 710.25 TP 710.93 TC 710.43 TP 711.50 TC 711.00 TP 708.90 TC 708.40 TP 713.94 TC 713.44 TP 714.08 TC 713.58 TP 714.04 TC 713.54 TP 714.80 TC 714.30 TP 714.16 TP 714.19 TP 714.80 TC 714.30 TP 714.92 TP 714.43 TP714.43 TP 714.92 TP 714.30 TP 714.30 TP 709 70 9 709 71 0 71 0 71 1 71 2 71 3 70 8 70 9 71 0 7 1 1 70 8 70 9 710 711 710.27 TC 709.77 TP 714.65 TC 714.15 TP 00 30'60' GRAPHIC SCALE 30' C-3.02 GR A D I N G P L A N MA T C H L I N E A - A SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 9 : 0 5 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ G r a d i n g P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 PROPOSED CONTOUR PROPOSED TOP OF CURB ELEVATION PROPOSED TOP OF PAVEMENT ELEVATION EXISTING CONTOUR PROPERTY LINE 475 475 TC TP LEGEND MATCH EXISTINGME 1.SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SUBGRADE PREPARATIONS SPECIFICATIONS FOR ALL PROPOSED BUILDINGS. 3.ALL FILL MATERIAL SHALL BE COMPACTED PER GEOTECH RECOMMENDATION. REFER TO PAVING SECTION DETAILS FOR SUBGRADE PREPARATION REQUIREMENTS UNDER ALL PAVED AREAS. (REFER TO GEOTECH REPORT) 4.CONTRACTOR SHALL VERIFY ALL SIDEWALKS HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 2%. IF THE CONTRACTOR IDENTIFIES SLOPES GREATER, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION. 5.SPOT ELEVATIONS IDENTIFIED AS "MATCH EXISTING" SHALL BE FIELD VERIFIED. CONTRACTOR SHALL NOTIFY CIVIL ENGINEERING CONSULTANT (CEC) OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH GRADING ACTIVITIES. GRADING NOTES Know what'sbelow. before you dig.Call VICINITY MAP N.T.S. PROJECT SITE 12/7/2024 1. Provide offsite flow arrows a previous plan review associated with the pond and Lot 2 called for rip rap at the confluence of these channels. 1. confirm rip rap has been installed 2. provide additional rip rap as needed for this project if existing rip rap is not adequate. ~100 cfs at 6fps or greater is expected to discharge here, please protect. 137 Item 16. 8 17 17 18 617212017177 34 LOT 5 14.22 ACRES 28 F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL PUMP ROOM EL E C 400 401402 403 4000 704.336 GCP 4001 705.490 GCP 4003 714.563 GCP 4004 714.364 GCP 4005 721.044 GCP CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. M SV FIRE DEPT CONN SV E SVSV IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) SVSV FMK OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO INDUSTRIAL BUILDING LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION SSSS 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FO ELEC. VAULT E CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 699 699 700 700 7 0 1 701 702 7 0 2 7 0 2 70 2 702 702 703 7 0 3 704 7 0 4 705 7 0 5 7 0 6 7 0 6 70 7 70 8709 71 0 71 1 7 1 2 7 1 3 71 4 7 1 5 7 1 6 7 1 7 7 1 8 7 1 9 72 0 7 2 1 7 0 4 70 570670770 8 70 9 71 0 7 1 1 7 1 2 7 1 3 7 1 4 7 1 5 716 7 1 7 709 709 709 709 710 710 710 7 1 0 711 7 1 1 712 7 1 2 713 7 1 3 714 7 1 4 7 0 7 7 0 8 7 0 9 7 1 0 7 1 1 7 1 2 7 1 3 7 1 4 70 7 70 8 709 71 0 14.4 cfs RD-2 1.67 ac 14.4 cfs RD-4 1.67 ac 14.4 cfs RD-3 1.67 ac 7.5 cfs B4 0.87 ac 7.5 cfs B3 0.87 ac 6.9 cfs B2 0.80 ac 14.4 cfs RD-1 1.67 ac 8.0 cfs B5 0.93 ac 2.3 cfs A1 0.27 ac 7.0 cfs B1 0.81 ac 5.8 cfs A4 0.68 ac 3.9 cfs A5 0.45 ac 2.2 cfs OFF-1 0.25 ac 12.8 cfs OFF-2 1.48 ac 6.0 cfs A2 0.70 ac 4.7 cfs A3 0.55 ac 70970970970 9 710 710 710 7 1 0 714 7 1 3 7 1 4 7 1 5 7 1 6 7 1 7 710 711 712 713 713 7 1 3 714 714 714714 714 714 714 70 8709710711712 70 5 7 0 6 7 0 7 70 8 70 9 709 70 9 71 0 710 71 0 71 1 7 1 1 71 1 7 1 2 71 2 71 2 71 3 71 4 71 5 71 6 7 1 7 71 8 71 9 72 0 7 1 9 7 2 0 7 2 1 DRAINAGE AREA TABLE DRAINAGE AREA NO. A1 A2 A3 A4 A5 B1 B2 B3 B4 B5 OFF-1 OFF-2 RD-1 RD-2 RD-3 RD-4 AREA (ac) 0.27 0.70 0.55 0.68 0.45 0.81 0.80 0.87 0.87 0.93 0.25 1.48 1.67 1.67 1.67 1.67 RUNOFF COEFFICIENT "C" 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 RAINFALL INTENSITY "I"100 (in/hr) 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 TIME OF CONCENTRATION (minutes) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 TOTAL FLOW Q100 (cfs) 2.3 6.0 4.7 5.8 3.9 7.0 6.9 7.5 7.5 8.0 2.2 12.8 14.4 14.4 14.4 14.4 COLLECTION POINT CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET CURB INLET EX. SWALE AREA B5 ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN 00 50'100' GRAPHIC SCALE 50' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 9 : 2 3 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D r a i n a g e A r e a M a p . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 C-6.01 DR A I N A G E A R E A MA P BASIN NAME ACRES 100 YR FLOW (CFS) 425 425 SS DRAINAGE AREA FLOW ARROW PROPOSED CONTOUR EXISTING CONTOUR PROPOSED STORM SEWER LINE EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPERTY LINE EXISTING STORM LINE AREA FLOW BASIN W N S W E VICINITY MAP N.T.S. PROJECT SITE 12/7/2024 1. please provide 5, 10, 25, and 100 yr calcs 2. intensity from 2020 iSWM hydrology manual? please note source. to be consistent with accepted drainage study, use intensity data in from accepted study (2014 iSWM hydrology manual). 3. see comments related to surcharge for circled inlets This area appears to be flowing offsite, please verify and revise drainage areas according C-4.01 per cover index 138 Item 16. LOT 5 14.22 ACRES FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL PUMP ROOM 402 403 4003 714.563 GCP 4005 721.044 GCP SANGER TEXAS INDUSTRIAL, LLC WATER UTILITY WW E SV SV SVSV FMK 41551FIBER MARKER 1-800-395-0440 720.72 OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SS FIBER VAULT 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FOR LEASE SIGN DO NOT CROSS SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT E E FIBER MARKER 800-395-0440 (NO COMPANY STATED) NO R T E X F I B E R NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 11+0012+0013+0014+00 15+13 8+009+0010+0011+0012+00 1 3 + 0 0 1 4 + 0 0 15+00 0+ 0 0 0 + 1 5 STA: 0+40.10 SD LAT A-3 INSTALL: CURB INLET TC: 713.24 FL 18" OUT: 707.24 N: 7200280.82 E: 2373634.34 STA: 0+40.10 SD LAT A-4 INSTALL: CURB INLET TC: 713.42 FL 18" OUT: 707.42 N: 7200282.49 E: 2373381.54 STA: 15+13.01 SD LINE A INSTALL: CURB INLET TC: 713.10 FL 18" OUT: 709.10 N: 7200531.36 E: 2373202.37 STA: 14+23.07 SD LINE B INSTALL: 10' CURB INLET TC: 708.99 FL 30" OUT: 703.99 N: 7200750.04 E: 2373375.22 STA: 0+14.64 SD LAT B-4 INSTALL: 10' CURB INLET TC: 708.74 FL 24" OUT: 703.74 N: 7200748.28 E: 2373642.04 STA: 8+19.59 SD LINE A STA: 0+00.00 SD LAT A-3 INSTALL: 45° WYE FL 24": 704.09 FL 18": 704.34 N: 7200309.13 E: 2373662.53 STA: 10+72.40 SD LINE A STA: 0+00.00 SD LAT A-4 INSTALL: 45° WYE FL 24": 705.74 FL 18": 705.98 N: 7200310.80 E: 2373409.73 STA: 12+84.07 SD LINE A INSTALL: 45° BEND FL 18": 707.61 N: 7200312.20 E: 2373198.07 STA: 12+98.21 SD LINE A INSTALL: 45° BEND FL 18": 707.70 N: 7200322.27 E: 2373188.14 STA: 14+95.05 SD LINE A INSTALL: 45° BEND FL 18": 708.98 N: 7200519.10 E: 2373189.44 STA: 14+08.43 SD LINE B INSTALL: 45° BEND FL 30": 703.95 N: 7200739.47 E: 2373385.15 STA: 11+41.61 SD LINE B STA: 0+00.00 SD LAT B-4 INSTALL: 45° WYE FL 42": 702.25 FL 24": 703.00 N: 7200737.71 E: 2373651.97 30" RCP @ 0.26% STA: 11+46.61 SD LINE B PIPE SIZE CHANGE FL 30": 703.27 FL 42": 702.27 N: 7200737.74 E: 2373646.97 1 8 " R C P @ 0 . 6 5 % 18" RCP @ 0.65%24" RCP @ 0.65% 18" RCP @ 3.58% 18" RCP @ 7.23% STA: 10+77.40 SD LINE A PIPE SIZE CHANGE FL 18": 706.27 FL 24": 705.77 N: 7200310.80 E: 2373404.73 FLFLFL FLFLFLFL FL FL FL FL FL FL PUMP ROOM EL E C 4004 714.364 GCP CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. WATER UTILITY W W SS SS SS 10+00 7+00 42" RCP @ 0.26% MA T C H L I N E A - A SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 9 : 4 6 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 N S W E 00 30'60' GRAPHIC SCALE 30' Know what'sbelow. before you dig.Call C-5.01 ST O R M P L A N STORM DRAINAGE NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 2.CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES IN FIELD PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 3.STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: A) RCP - ASTM C76 CLASS III - REQUIRED IN PUBLIC RIGHT OF WAY AND AT CONNECTION POINTS TO PUBLIC STORM SEWER. B) HDPE - AASHTO M252 TYPE S , M294 TYPE S R ASTM F 2306 SMOOTH WALL 4.ALL EXISTING AND PROPOSED PIPES AND STRUCTURES ARE TO BE CLEANED OUT AT THE COMPLETION OF CONSTRUCTION TO REMOVE ALL SILT AND DEBRIS. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. LEGEND PROPERTY LINE PROPOSED STORM LINE EXISTING STORM LINE EXISTING OVERHEAD ELECTRIC EXISTING WATER LINE EXISTING SEWER LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE S PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED FIRE HYDRANT (FH) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE VICINITY MAP N.T.S. PROJECT SITE N S W E 12/7/2024 water out of the inlet per calcs. Confirm this surcharge does not overflow to adjacent lot. else revise SD to remove surcharge. 1. is the GV included in any lowering? 2. recommend adding a junction/manhole for access at least every 500' 3. show min 10' private DE on all proposed SD and show on plat. Minimum pipe size for 10 foot curb inlets is 21" per § 10.106(d)(5)(C) Please upsize laterals to 21" per § 10.106(d)(5)(C) 139 Item 16. F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL PUMP ROOM EL E C 400 401 4000 704.336 GCP 4001 705.490 GCP 4004 714.364 GCP M SV SV WATER UTILITY S W S 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 1 + 0 0 2 + 0 0 3 + 0 0 4+ 0 0 5+ 0 0 6+007+008+009+0010+00 1+00 2+003+004+005+006+007+00 STA: 0+49.10 SD LAT A-1 INSTALL: CURB INLET TC: 711.75 FL 18" OUT: 707.75 N: 7200270.66 E: 2374207.35 STA: 0+40.10 SD LAT A-2 INSTALL: CURB INLET TC: 712.75 FL 18" OUT: 706.75 N: 7200278.61 E: 2373967.49 STA: 0+14.64 SD LAT B-3 INSTALL: 10' CURB INLET TC: 708.90 FL 24" OUT: 703.90 N: 7200746.48 E: 2373913.49 STA: 0+14.64 SD LAT B-2 INSTALL: 10' CURB INLET TC: 708.76 FL 24" OUT: 703.76 N: 7200744.54 E: 2374206.72 STA: 2+40.16 SD LINE A STA: 0+00.00 SD LAT A-1 INSTALL: 45° WYE FL 24": 700.33 FL 18": 700.58 N: 7200305.30 E: 2374241.95 STA: 4+86.44 SD LINE A STA: 0+00.00 SD LAT A-2 INSTALL: 45° WYE FL 24": 701.93 FL 18": 702.18 N: 7200306.93 E: 2373995.68 STA: 1+81.08 SD LINE A INSTALL: 45° BEND FL 24": 699.95 N: 7200304.91 E: 2374301.03 STA: 1+59.87 SD LINE A INSTALL: 45° BEND FL 24": 699.81 N: 7200319.81 E: 2374316.13 STA: 0+21.21 SD LINE A INSTALL: 45° BEND FL 24": 698.91 N: 7200318.89 E: 2374454.78 STA: 3+35.18 SD LINE B INSTALL: 45° BEND FL 48": 699.65 N: 7200615.48 E: 2374409.05 STA: 5+00.95 SD LINE B INSTALL: 45° BEND FL 48": 700.08 N: 7200733.47 E: 2374292.62 STA: 8+70.16 SD LINE B STA: 0+00.00 SD LAT B-3 INSTALL: 45° WYE FL 48": 701.04 FL 24": 702.04 N: 7200735.91 E: 2373923.42 STA: 5+76.92 SD LINE B STA: 0+00.00 SD LAT B-2 INSTALL: 45° WYE FL 48": 700.28 FL 24": 701.28 N: 7200733.98 E: 2374216.65 STA: 8+75.16 SD LINE B PIPE SIZE CHANGE FL 42": 701.56 FL 48": 701.06 N: 7200735.95 E: 2373918.42 48" RCP @ 0.26%42" RCP @ 0.26% 24" RCP @ 12.70% 24" RCP @ 16.92% 48 " R C P @ 0 . 2 6 % 4 8 " R C P @ 0 . 2 6 % 18" RCP @ 23 . 6 5 % 18" RCP @ 1 1 . 4 0 % 24" RCP @ 0.65%24" RCP @ 0.65% 24" RCP @ 0.65% STA: 0+00.00 SD LINE A INSTALL: DUAL HEADWALL N: 7200303.79 E: 2374469.68 STA: 0+00.00 SD LINE B INSTALL: DUAL HEADWALL N: 7200307.30 E: 2374473.24 STA: 0+55.81 SD LINE B STA: 0+00.00 SD LAT B-1 INSTALL: 45° WYE FL 48": 698.92 FL 18": 700.17 N: 7200347.03 E: 2374434.04STA: 0+14.76 SD LAT B-1 INSTALL: CURB INLET TC: 705.47 FL 18" OUT: 701.46 N: 7200347.13 E: 2374419.28 STA: 0+93.65 SD LINE B INSTALL: 45° BEND FL 48": 699.01 N: 7200373.96 E: 2374407.46 48 " R C P @ 0 . 2 6 % S D L I N E B SD LINE A LOT 5 14.22 ACRES FLFLFL FLFLFLFL FL FL FL FL FL FL PUMP ROOM SANGER TEXAS INDUSTRIAL, LLC WATER UTILITY WW E W W W W W W SS SS SS SS E E 11+00 8+00 0+ 0 0 18" RCP @ 7.23% SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 9 : 5 1 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 MA T C H L I N E A - A N S W E 00 30'60' GRAPHIC SCALE 30' Know what'sbelow. before you dig.Call STORM DRAINAGE NOTES: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 2.CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES IN FIELD PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 3.STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: A) RCP - ASTM C76 CLASS III - REQUIRED IN PUBLIC RIGHT OF WAY AND AT CONNECTION POINTS TO PUBLIC STORM SEWER. B) HDPE - AASHTO M252 TYPE S , M294 TYPE S R ASTM F 2306 SMOOTH WALL 4.ALL EXISTING AND PROPOSED PIPES AND STRUCTURES ARE TO BE CLEANED OUT AT THE COMPLETION OF CONSTRUCTION TO REMOVE ALL SILT AND DEBRIS. 5.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 6.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 7.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. LEGEND PROPERTY LINE PROPOSED STORM LINE EXISTING STORM LINE EXISTING OVERHEAD ELECTRIC EXISTING WATER LINE EXISTING SEWER LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE S PROPOSED SANITARY SEWER MANHOLE (SS MH) PROPOSED FIRE HYDRANT (FH) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE C-5.02 ST O R M P L A N VICINITY MAP N.T.S. PROJECT SITE N S W E 12/7/2024 1. recommend adding a junction/manhole for access at least every 500' 2. show min 10' private DE on all proposed SD and show on plat. for areas outside the platted boundary a private DE by separate instrument must be recorded. DE should include any energy dissipation (rip rap) and extend min 25' beyond the rip rap. water out of the inlet per calcs. Confirm this surcharge does not overflow to adjacent lot. else revise SD to remove surchage. the surcharge here appears significant and could impact the southern parcel. please review carefully. 1. recommend adding a junction/manhole for access at least every 500' 2. show min 10' private DE on all proposed SD and show on plat. water out of the inlet per calcs. Confirm this surcharge does not overflow to adjacent lot. else revise SD to remove surchage. the surcharge here appears significant and could impact the southern parcel. please review carefully. Upsize laterals to minimum 21inch for 10 ft curb inlets 140 Item 16. SD LINE A 690 695 700 705 710 715 720 725 730 690 695 700 705 710 715 720 725 730 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 S T A : 0 + 2 1 . 2 1 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 1 + 5 9 . 8 7 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 1 + 8 1 . 0 8 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 2 + 4 0 . 1 6 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 1 I N S T A L L : 4 5 ° W Y E S T A : 4 + 8 6 . 4 4 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 2 I N S T A L L : 4 5 ° W Y E S T A : 8 + 1 9 . 5 9 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 3 I N S T A L L : 4 5 ° W Y E F L 2 4 " I N : 7 0 4 . 0 9 F L 1 8 " I N : 7 0 4 . 3 4 F L 2 4 " O U T : 7 0 4 . 0 9 F L 2 4 " I N : 7 0 1 . 9 3 F L 1 8 " I N : 7 0 2 . 1 8 F L 2 4 " O U T : 7 0 1 . 9 3 F L 2 4 " I N : 7 0 0 . 3 3 F L 1 8 " I N : 7 0 0 . 5 8 F L 2 4 " O U T : 7 0 0 . 3 3 F L 2 4 " I N : 6 9 9 . 9 5 F L 2 4 " O U T : 6 9 9 . 9 5 F L 2 4 " I N : 6 9 9 . 8 1 F L 2 4 " O U T : 6 9 9 . 8 1 F L 2 4 " I N : 6 9 8 . 9 1 F L 2 4 " O U T : 6 9 8 . 9 1 24" RCP @ 0.65% 24" RCP @ 0.65% 24" RCP @ 0.65% F L 2 4 " I N : 6 9 8 . 7 7 S T A : 0 + 0 0 . 0 0 S D L I N E A I N S T A L L : D U A L H E A D W A L L 100YR HGL PROPOSED GRADE EXISTING GRADE SANITARY SEWER CROSSING STA:4+87.78 FL:698.34SANITARY SEWER CROSSING STA:0+79.72 FL:696.80 WATER CROSSING STA:0+88.82 FL:695.81 H G L : 7 0 2 . 7 7 H G L : 7 0 2 . 9 1 H G L : 7 0 3 . 1 1 H G L : 7 0 4 . 0 7 H G L : 7 0 4 . 2 6 H G L : 7 0 4 . 4 1 H G L : 7 0 4 . 6 1 H G L : 7 0 5 . 0 7 H G L : 7 0 5 . 5 5 H G L : 7 0 7 . 1 5 H G L : 7 0 7 . 5 4 H G L : 7 0 8 . 6 6 H G L : 7 0 8 . 8 6 SD LINE A 690 695 700 705 710 715 720 725 730 690 695 700 705 710 715 720 725 730 10+00 11+00 12+00 13+00 14+00 15+00 15+50 S T A : 1 0 + 7 2 . 4 0 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 4 I N S T A L L : 4 5 ° W Y E S T A : 1 2 + 8 4 . 0 7 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 1 2 + 9 8 . 2 1 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 1 4 + 9 5 . 0 5 S D L I N E A I N S T A L L : 4 5 ° B E N D S T A : 1 5 + 1 3 . 0 1 S D L I N E A IN S T A L L : C U R B I N L E T T C : 7 1 3 . 1 0 F L 1 8 " O U T : 7 0 9 . 1 0 F L 1 8 " I N : 7 0 8 . 9 8 F L 1 8 " O U T : 7 0 8 . 9 8 F L 1 8 " I N : 7 0 7 . 6 1 F L 1 8 " O U T : 7 0 7 . 6 1 F L 1 8 " I N : 7 0 7 . 7 0 F L 1 8 " O U T : 7 0 7 . 7 0 F L 2 4 " I N : 7 0 5 . 7 4 F L 1 8 " I N : 7 0 5 . 9 8 F L 2 4 " O U T : 7 0 5 . 7 4 18" RCP @ 0.65% 18" RCP @ 0.65% PROPOSED GRADE EXISTING GRADE 100YR HGL H G L : 7 0 9 . 2 6 H G L : 7 0 9 . 3 6 H G L : 7 0 9 . 3 6 H G L : 7 0 9 . 4 6 H G L : 7 0 9 . 7 2 H G L : 7 0 9 . 8 2 H G L : 7 0 9 . 8 4 H G L : 7 0 8 . 4 9 H G L : 7 0 9 . 7 7 H G L : 7 0 9 . 7 7 H G L : 7 0 9 . 8 9 S T A : 1 0 + 7 7 . 4 0 S D L I N E A I N S T A L L : P I P E S I Z E C H A N G E F L 1 8 " I N : 7 0 6 . 2 7 F L 2 4 " O U T : 7 0 5 . 7 7 SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 4 9 : 5 9 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P r o f i l e s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 PROFILE SCALE 1"=40' HORIZONTAL 1" = 4' VERTICAL C-5.03 ST O R M P R O F I L E S 12/7/2024 1. show headwall and energy dissipation (rip rap) 2. provide rip rap calcs to support apron length, width, and thickness 3. note the source of the stating water surface elevation 4. label separation distances between SD and SS/W - all crossings 141 Item 16. SD LINE B 690 695 700 705 710 715 720 725 690 695 700 705 710 715 720 725 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 S T A : 5 + 0 0 . 9 5 S D L I N E B I N S T A L L : 4 5 ° B E N D S T A : 3 + 3 5 . 1 8 S D L I N E B I N S T A L L : 4 5 ° B E N D S T A : 5 + 7 6 . 9 2 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 2 I N S T A L L : 4 5 ° W Y E 48" RCP @ 0.26% 48" RCP @ 0.26% F L 4 8 " I N : 7 0 0 . 2 8 F L 2 4 " I N : 7 0 1 . 2 8 F L 4 8 " O U T : 7 0 0 . 2 8 S T A : 0 + 0 0 . 0 0 S D L A T B - 3 S T A : 8 + 7 0 . 1 6 S D L I N E B I N S T A L L : 4 5 ° W Y E F L 4 8 " I N : 7 0 0 . 0 8 F L 4 8 " O U T : 7 0 0 . 0 8 F L 4 8 " I N : 6 9 9 . 6 5 F L 4 8 " O U T : 6 9 9 . 6 5 100YR HGL 100YR HGL EXISTING GRADE F L 4 8 " I N : 6 9 8 . 9 2 F L 1 8 " I N : 7 0 0 . 1 7 F L 4 8 " O U T : 6 9 8 . 9 2 F L 4 8 " I N : 6 9 9 . 0 1 F L 4 8 " O U T : 6 9 9 . 0 1 F L 4 8 " I N : 6 9 8 . 7 7 F L 4 8 " I N : 7 0 1 . 0 4 F L 2 4 " I N : 7 0 2 . 0 4 F L 4 8 " O U T : 7 0 1 . 0 4 F L 4 2 " I N : 7 0 1 . 5 6 F L 4 8 " O U T : 7 0 1 . 0 6 S T A : 0 + 0 0 . 0 0 S D L I N E B D U A L H E A D W A L L S T A : 0 + 9 3 . 6 5 S D L I N E B I N S T A L L : 4 5 ° B E N D S T A : 0 + 5 5 . 8 1 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 1 IN S T A L L : 4 5 ° W Y E H G L : 7 0 2 . 7 7 H G L : 7 0 2 . 9 2 H G L : 7 0 3 . 4 2 H G L : 7 0 3 . 5 2 H G L : 7 0 3 . 7 2 H G L : 7 0 4 . 4 3 H G L : 7 0 4 . 6 4 H G L : 7 0 5 . 1 4 H G L : 7 0 5 . 3 6 H G L : 7 0 5 . 6 0 H G L : 7 0 6 . 0 8 H G L : 7 0 6 . 6 3 H G L : 7 0 6 . 9 1 H G L : 7 0 6 . 9 2 H G L : 7 0 7 . 0 5 S T A : 8 + 7 5 . 1 6 S D L I N E B I N S T A L L : P I P E S I Z E C H A N G E SD LINE B 695 700 705 710 715 720 725 695 700 705 710 715 720 725 10+00 11+00 12+00 13+00 14+00 14+50 S T A : 1 4 + 2 3 . 0 7 S D L I N E B I N S T A L L : 1 0 ' C U R B I N L E T T C : 7 0 8 . 9 9 S T A : 1 4 + 0 8 . 4 3 S D L I N E B IN S T A L L : 4 5 ° B E N D S T A : 1 1 + 4 1 . 6 1 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 4 I N S T A L L : 4 5 ° W Y E 30" RCP @ 0.26% F L 3 0 " O U T : 7 0 3 . 9 9 F L 4 2 " I N : 7 0 2 . 2 5 F L 2 4 " I N : 7 0 3 . 0 0 F L 4 2 " O U T : 7 0 2 . 2 5 F L 3 0 " I N : 7 0 3 . 9 5 F L 3 0 " O U T : 7 0 3 . 9 5 100YR HGL EXISTING GRADE F L 4 2 " I N : 7 0 2 . 2 5 F L 2 4 " I N : 7 0 3 . 0 0 F L 4 2 " O U T : 7 0 2 . 2 5 F L 3 0 " I N : 7 0 3 . 2 7 F L 4 2 " O U T : 7 0 2 . 2 7 H G L : 7 0 7 . 5 4 H G L : 7 0 7 . 7 7 H G L : 7 0 7 . 7 7 H G L : 7 0 7 . 8 7 H G L : 7 0 8 . 6 5 H G L : 7 0 8 . 7 6 H G L : 7 0 8 . 8 1 S T A : 1 1 + 4 6 . 6 1 S D L I N E B IN S T A L L : P I P E S I Z E C H A N G E SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 0 7 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P r o f i l e s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 PROFILE SCALE 1"=40' HORIZONTAL 1" = 4' VERTICAL C-5.04 ST O R M P R O F I L E S 12/7/2024 1. show headwall and energy dissipation (rip rap) 2. provide rip rap calcs to support apron length, width, and thickness 3. note the source of the stating water surface elevation 4. label separation distances between SD and SS/W - all crossings water out of the inlet? Confirm this surcharge does not overflow to adjacent lot 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 review and revise. 142 Item 16. SD LAT A-1 695 700 705 710 715 720 725 695 700 705 710 715 720 725 -0+50 0+00 1+00 S T A : 0 + 4 9 . 1 0 S D L A T A - 1 I N S T A L L : C U R B I N L E T T C : 7 1 1 . 7 5 18" RCP @ 23.65% S T A : 2 + 4 0 . 1 6 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 1 I N S T A L L : 4 5 ° W Y E F L 2 4 " I N : 7 0 0 . 3 3 F L 1 8 " I N : 7 0 0 . 5 8 F L 2 4 " O U T : 7 0 0 . 3 3 F L 1 8 " O U T : 7 0 7 . 7 5 18" RCP @ 5.00% S T A : 0 + 2 5 . 2 7 S D L A T A - 1 I N S T A L L : P I P E S L O P E C H A N G E F L 1 8 " I N : 7 0 6 . 5 6 F L 1 8 " O U T : 7 0 6 . 5 6 H G L : 7 0 5 . 5 5 H G L : 7 0 6 . 7 7 H G L : 7 0 6 . 9 0 H G L : 7 0 8 . 0 9 100YR HGL PROPOSED GRADE EXISTING GRADE 690 695 700 705 710 715 720 690 695 700 705 710 715 720 -0+25 0+00 0+75 F L 2 4 " I N : 7 0 1 . 9 3 F L 1 8 " I N : 7 0 2 . 1 8 F L 2 4 " O U T : 7 0 1 . 9 3 F L 1 8 " O U T : 7 0 6 . 7 5 S T A : 0 + 4 0 . 1 0 S D L A T A - 2 I N S T A L L : C U R B I N L E T T C : 7 1 2 . 7 5 S T A : 4 + 8 6 . 4 4 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 2 I N S T A L L : 4 5 ° W Y E 18 " R C P @ 1 1 . 4 0 % H G L : 7 0 7 . 5 4 H G L : 7 1 2 . 1 1 100YR HGL PROPOSED GRADE EXISTING GRADE SANITARY SEWER CROSSING STA:0+01.90 FL:698.31 SD LAT A-3 695 700 705 710 715 720 725 695 700 705 710 715 720 725 -0+25 0+00 0+75 S T A : 8 + 1 9 . 5 9 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 3 I N S T A L L : 4 5 ° W Y E S T A : 0 + 4 0 . 1 0 S D L A T A - 3 I N S T A L L : C U R B I N L E T T C : 7 1 3 . 2 4 F L 1 8 " O U T : 7 0 7 . 2 4 18" R C P @ 7 . 2 3 % F L 2 4 " I N : 7 0 4 . 0 9 F L 1 8 " I N : 7 0 4 . 3 4 F L 2 4 " O U T : 7 0 4 . 0 9 H G L : 7 0 8 . 8 6 H G L : 7 0 8 . 9 4 100YR HGL PROPOSED GRADE EXISTING GRADE SD LAT A-4 695 700 705 710 715 720 725 695 700 705 710 715 720 725 -0+25 0+00 0+75 F L 1 8 " O U T : 7 0 7 . 4 2 F L 2 4 " I N : 7 0 5 . 7 4 F L 1 8 " I N : 7 0 5 . 9 8 F L 2 4 " O U T : 7 0 5 . 7 4 S T A : 0 + 4 0 . 1 0 S D L A T A - 4 I N S T A L L : C U R B I N L E T T C : 7 1 3 . 4 2 S T A : 1 0 + 7 2 . 4 0 S D L I N E A S T A : 0 + 0 0 . 0 0 S D L A T A - 4 IN S T A L L : 4 5 ° W Y E 18" RC P @ 3 . 5 8 % H G L : 7 0 9 . 3 6 H G L : 7 0 9 . 4 8 100YR HGL PROPOSED GRADEEXISTING GRADE SD LAT B-1 690 695 700 705 710 715 720 690 695 700 705 710 715 720 -0+25 0+00 0+50 18" RCP @ 8.77% H G L : 7 0 3 . 4 2 H G L : 7 0 3 . 4 8 100YR HGL PROPOSED GRADE EXISTING GRADE F L 1 8 " O U T : 7 0 1 . 4 6 F L 4 8 " I N : 6 9 8 . 9 2 F L 1 8 " I N : 7 0 0 . 1 7 F L 4 8 " O U T : 6 9 8 . 9 2 S T A : 0 + 5 5 . 8 1 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 1 IN S T A L L : 4 5 ° W Y E S T A : 0 + 1 4 . 7 6 S D L A T B - 1 I N S T A L L : C U R B I N L E T T C : 7 0 5 . 4 7 SD LAT B-2 695 700 705 710 715 720 695 700 705 710 715 720 -0+25 0+00 0+50 F L 4 8 " I N : 7 0 0 . 2 8 F L 2 4 " I N : 7 0 1 . 2 8 F L 4 8 " O U T : 7 0 0 . 2 8 F L 2 4 " O U T : 7 0 3 . 7 6 S T A : 5 + 7 6 . 9 2 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 2 I N S T A L L : 4 5 ° W Y E S T A : 0 + 1 4 . 6 4 S D L A T B - 2 IN S T A L L : 1 0 ' C U R B I N L E T T C : 7 0 8 . 7 6 24" RCP @ 16.92% H G L : 7 0 6 . 0 8 H G L : 7 0 6 . 2 1 100YR HGL PROPOSED GRADE EXISTING GRADE SD LAT B-3 695 700 705 710 715 720 695 700 705 710 715 720 -0+25 0+00 0+50 S T A : 0 + 1 4 . 6 4 S D L A T B - 3 I N S T A L L : 1 0 ' C U R B I N L E T T C : 7 0 8 . 9 0 24" RCP @ 12.70% S T A : 8 + 7 0 . 1 6 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 3 I N S T A L L : 4 5 ° W Y E F L 4 8 " I N : 7 0 1 . 0 4 F L 2 4 " I N : 7 0 2 . 0 4 F L 4 8 " O U T : 7 0 1 . 0 4 F L 2 4 " O U T : 7 0 3 . 9 0 H G L : 7 0 6 . 9 1 H G L : 7 0 7 . 0 5 100YR HGL PROPOSED GRADE EXISTING GRADE SD LAT B-4 695 700 705 710 715 720 725 695 700 705 710 715 720 725 -0+25 0+00 0+50 24" RCP @ 5.06% F L 2 4 " O U T : 7 0 3 . 7 4 F L 4 2 " I N : 7 0 2 . 2 5 F L 2 4 " I N : 7 0 3 . 0 0 F L 4 2 " O U T : 7 0 2 . 2 5 S T A : 0 + 1 4 . 6 4 S D L A T B - 4 I N S T A L L : 1 0 ' C U R B I N L E T T C : 7 0 8 . 7 4 S T A : 1 1 + 4 1 . 6 1 S D L I N E B S T A : 0 + 0 0 . 0 0 S D L A T B - 4 IN S T A L L : 4 5 ° W Y E H G L : 7 0 7 . 7 7 H G L : 7 0 7 . 9 0 100YR HGL PROPOSED GRADE EXISTING GRADE SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 1 9 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P r o f i l e s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 PROFILE SCALE 1"=40' HORIZONTAL 1" = 4' VERTICAL C-5.05 ST O R M P R O F I L E S 12/7/2024 provide profile label, check surcharge label separation distance hgl not consistent with calcs. please review/revise. Recommend deepening inlet slightly to reduce slopes and velocity to under 12fps 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 review and revise. 143 Item 16. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 2 4 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ S t o r m P r o f i l e s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 C-5.06 DR A I N A G E CA L C U L A T I O N S 12/7/2024 see comments on P&P sheet all circled instances The minimum velocities in conduit shall be 2.5 feet per second per § 10.106(d)(6)(B)(i) Maximum velocity in the pipe shall not exceed 12 feet per second per § 10.106(d)(6)(B)(ii) 144 Item 16. LOT 5 14.22 ACRES FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 402 403 MA G N A I L F N D W S H I N E R X-CUT FND E SV SV IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) SVSV 18" RCP EL=719.72' 18" RCP EL=719.66' FMK 41551 FIBER MARKER 1-800-395-0440720.72 OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SS FIBER VAULT 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 27" RCP FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT 1 8 " R C P E E FIBER MARKER 800-395-0440 (NO COMPANY STATED) NO R T E X F I B E R NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 0+ 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5+00 6+00 7+00 8+00 9+00 10+00 STA: 5+53.26 WATER LINE A INSTALL: 45° BEND N: 7200730.44 E: 2373239.11 STA: 7+83.72 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 25 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200728.92 E: 2373469.56 INSTALL: 1-12"x6" TAPPING SLEEVE AND VALVE 35 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY CUT & REPLACE PAVING AS NECESSARY N: 7200265.72 E: 2373498.50 STA: 4+70.86 WATER LINE A INSTALL: 45° BEND N: 7200672.69 E: 2373180.32 WATER LINE A 8" PVC STA: 0+00.00 WATER LINE A CONNECT TO EXISTING 8" STUB INSTALL: 1-45° BEND (CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION) N: 7200277.48 E: 2373260.56 STA: 2+14.63 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 15 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200416.47 E: 2373178.05 STA: 5+05.50 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 15 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200696.97 E: 2373205.03 8 " P V C W A T E R L I N E A STA: 0+30.23 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 18 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200283.43 E: 2373232.76 STA: 0+08.15 WATER LINE A INSTALL: 45° BEND N: 7200283.28 E: 2373254.84 STA: 0+79.02 WATER LINE A INSTALL: 45° BEND N: 7200283.75 E: 2373183.97 STA: 0+89.03 WATER LINE A INSTALL: 45° BEND N: 7200290.88 E: 2373176.94 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT LOT 5 14.22 ACRES FLFLFL FLFLFL FL FL FL FL PUMP ROOM EL E C WATER UTILITY W W W W W W SS SS SS INSTALL: 12"x6" TAPPING SLEEVE AND VALVE 90 LF 6" FIRE LINE REFER TO MEP PLANS FOR CONTINUATION CUT & REPLACE PAVING AS NECESSARY N: 7200263.18 E: 2373720.05 INSTALL: 60 LF 6" FIRE LINE 1-FDC N: 7200357.22 E: 2373731.58 20' WATER ESMT C-6.01 UT I L I T Y P L A N 00 30'60' GRAPHIC SCALE 30' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 3 6 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ U t i l i t y P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 LEGEND PROPERTY LINE SETBACK LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED STORM SEWER LINE PROPOSED FIRE LANE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE PROPOSED FIRE HYDRANT (FH) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) PROPOSED WATER METER PROPOSED WATER VALVE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN 1.SEE MEP PLANS FOR ALL UTILITY CONNECTIONS INTO BUILDING. 2.WATER AND SEWER LINES SHALL STUB 5 FEET FROM BUILDING FOR SERVICE CONNECTIONS UNLESS OTHERWISE NOTED. 3.REFER TO DETAILS FOR WATER METER, METER BOX, VALVES, VALVE BOXES AND SERVICE INSTALLATION. 4.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 5.WATER AND SANITARY SEWER PIPE SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CAST OR DUCTILE IRON PIPE, ASBESTOS-CEMENT PRESSURE PIPE, PRETREATED CONCRETE PIPE, OR PVC PIPE. UTILITY NOTES N S W E Know what'sbelow. before you dig.Call THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. CAUTION!! MA T C H L I N E A - A VICINITY MAP N.T.S. PROJECT SITE N S W E 12/7/2024 see previous comments on GV and lowering 145 Item 16. LOT 5 14.22 ACRES F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL FL PUMP ROOM EL E C 400 401 M SV SV WATER UTILITY WW S W S 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 42" RCP SS SS SS SS SS 0 + 0 01+001+66- 0 + 4 2 0 + 0 0 0 + 6 2 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 1 + 0 9 STA: 10+74.83 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 55 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200726.99 E: 2373760.67 STA: 13+69.28 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 55 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200725.04 E: 2374055.10 STA: 16+02.59 WATER LINE A INSTALL: 45° BEND N: 7200723.50 E: 2374288.41 STA: 16+59.60 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 20 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200682.92 E: 2374328.46 STA: 17+46.09 WATER LINE A INSTALL: 45° BEND N: 7200621.36 E: 2374389.21 STA: 19+82.69 WATER LINE A INSTALL: 1-8"x6" TEE 1-8" GATE VALVE 1-6" GATE VALVE 15 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200384.77 E: 2374387.64 STA: 21+08.55 WATER LINE A INSTALL: 12"x8" TAPPING SLEEVE AND VALVE (CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATOIN) CUT & REPLACE PAVING AS NECESSARY N: 7200258.91 E: 2374386.81 INSTALL: 1-12"x6" TAPPING SLEEVE AND VALVE 35 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY CUT & REPLACE PAVING AS NECESSARY N: 7200259.76 E: 2374242.88 INSTALL: 1-12"x6" TAPPING SLEEVE AND VALVE 35 LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY CUT & REPLACE PAVING AS NECESSARY N: 7200261.09 E: 2373954.42 STA: -0+02.05 SSWR LINE A REMOVE EX. 6" PLUG CONNECT TO EX. 6" SSWR LINE (CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION) FL 6" IN: 698.20 FL 6" OUT: 698.20 N: 7200291.73 E: 2373994.26 STA: 0+61.66 SSWR LINE A (REFER TO MEP PLANS FOR CONTINUATION) FL 6" OUT: 698.79 N: 7200355.43 E: 2373994.68 6 " P V C @ 0 . 9 2 % CONNECT TO EX. 8" STUB INSTALL: 1-8"x6" REDUCER 22' LF 6" WATER LINE 1-FIRE HYDRANT ASSEMBLY N: 7200276.00 E: 2373735.93 INSTALL: 1-IRR. TAP 35 LF 1" IRR. LINE 1-1" IRR. METER N: 7200263.10 E: 2373727.18 INSTALL: 1-2" DOM. TAP 90 LF 2" DOM. LINE 1-2" DOM. METER N: 7200263.13 E: 2373724.18 INSTALL: 12"x6" TAPPING SLEEVE AND VALVE 90 LF 6" FIRE LINE REFER TO MEP PLANS FOR CONTINUATION CUT & REPLACE PAVING AS NECESSARY N: 7200263.18 E: 2373720.05 INSTALL: 60 LF 6" FIRE LINE 1-FDC N: 7200357.22 E: 2373731.58 STA: 0+76.85 SSWR LINE B REMOVE EX. 6" PLUG CONNECT TO EX. 6" SSWR LINE (CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION) FL 6" IN: 696.87 FL 6" OUT: 696.87 N: 7200324.84 E: 2374396.26 STA: 1+65.53 SSWR LINE B (REFER TO MEP PLANS FOR CONTINUATION) FL 6" OUT: 705.10 N: 7200387.55 E: 2374333.56 W A T E R L I N E A 8 " P V C 8" PVC WATER LINE A 6" P V C @ 9 . 2 9 % 20' WATER ESMT 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT 10' WATER ESMT10' WATER ESMT 14.22 ACRES FLFL FLFL FL FL FL FL E FIBER VAULT W W W SS SS SS 8" PVC ELEC. VAULT E E 10+00 C-6.02 UT I L I T Y P L A N LEGEND PROPERTY LINE SETBACK LINE PROPOSED EASEMENT PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED STORM SEWER LINE PROPOSED FIRE LANE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE PROPOSED FIRE HYDRANT (FH) PROPOSED FIRE DEPARTMENT CONNECTION (FDC) PROPOSED WATER METER PROPOSED WATER VALVE EXISTING FIRE HYDRANT EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN 1.SEE MEP PLANS FOR ALL UTILITY CONNECTIONS INTO BUILDING. 2.WATER AND SEWER LINES SHALL STUB 5 FEET FROM BUILDING FOR SERVICE CONNECTIONS UNLESS OTHERWISE NOTED. 3.REFER TO DETAILS FOR WATER METER, METER BOX, VALVES, VALVE BOXES AND SERVICE INSTALLATION. 4.REFER TO DETAILS FOR TRENCHING, BEDDING, BACK FILL, AND TRENCH COMPACTION REQUIREMENTS. 5.WATER AND SANITARY SEWER PIPE SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CAST OR DUCTILE IRON PIPE, ASBESTOS-CEMENT PRESSURE PIPE, PRETREATED CONCRETE PIPE, OR PVC PIPE. UTILITY NOTES N S W E 00 30'60' GRAPHIC SCALE 30' SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 4 2 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ U t i l i t y P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 Know what'sbelow. before you dig.Call THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION . IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. CALL 811 AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN VICINITY. CAUTION!! MA T C H L I N E A - A VICINITY MAP N.T.S. PROJECT SITE N S W E 12/7/2024 The manholes shall be placed at points of change in alignment, grade, size of sewer, the intersection of sewers; at the right-of-way lines of major and secondary thoroughfares, whether existing or proposed, and the end of all sanitary sewer mains subject to extension per § 10.106(f)(1)(A)(iii) 146 Item 16. F L FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL F L FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL F L FL FL PUMP ROOM EL E C 400 401402 403 4000 704.336 GCP 4001 705.490 GCP 4003 714.563 GCP 4004 714.364 GCP 4005 721.044 GCP CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. M SV FIRE DEPT CONN SV E SVSV IN T E R S T A T E H I G H W A Y 3 5 (V A R I A B L E W I D T H P U B L I C R . O . W . ) SVSV FMK OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO INDUSTRIAL BUILDING F.F.E. = 715.4' LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. SSSS FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN FO FO FO FO FO FO FO FO FO FO FO FO FO CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 70 1 702 70 370 4 7 0 5 70 6 70 7 70 8 70 8 7 0 8 7 0 9 70 9 7 0 9 710 7 1 1 71 2 712 71271 3 71 4 7 1 5 7 1 6 7 1 7 705 710 70 4 70570670 7 70 8 7 0 9 71 0 71 171 2 71 371 4 7 1 5 71 671 7 71 8 71 9 7 1 0 7 1 1 7 1 2 71 3 7 1 3 7 1 3 7 1 4 714 7 1 4 7 1 5 7 1 6 7 1 7 713 7 1 3 7 1 4 7 1 4 714 7 1 4 71 4 714 714 712 713 70 8 70 9 710 711712713 714 70 6 70 7 708 709 71 0 711 709 710 709 710 709 710 709 710 FF: 715.00 711 712 713 714 711 712 713 714 702 702 70 3 703 704 705 70 6 70 7 7 0 8 7 0 9 709 7 0 9 7 1 0 710 7 1 0 7 1 1 71 1 7 1 1 7 1 2 7 1 3 7 1 4 715 7 1 6 7 1 7 7 1 8 7 1 9 7 2 0 7 2 1 72 2 7 1 5 715 718 712 714 711 708 706 705 7 0 4 7 0 7 7 0 8 7 0 4 7 0 4 7 1 9 7 1 6 710 712 714 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 70 5 S F 7 1 9 715 7 1 6 70 4 7057 0 6 70 7 70 8 709 71 0 71 1 7 1 2 7 1 3 71 4 7 1 5 71 6 7 1 7 7 1 8 7 1 9 7 2 0 702 7 0 3 7 0 4 7 0 5 7 0 6 SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 4 8 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ E r o s i o n C o n t r o l P l a n . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 C-07.01 ER O S I O N C O N T R O L PL A N 00 50'100' GRAPHIC SCALE 50' N S W E Know what'sbelow. before you dig.Call 475 475 LEGEND SF THE PROJECT SHALL GENERALLY CONFORM TO THE FOLLOWING: PHASE A - GRADING 1. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE, DIKE, AND TREE PROTECTION FENCE ACCORDING TO THE APPROXIMATE LOCATION AND SHOWN ON GRADING AND EROSION CONTROL PLAN NOTES AND DETAIL SHEET. 2. BEGIN CLEARING AND GRADING OF SITE. 3. SEED AND REVEGETATE SLOPES WHERE SHOWN. PHASE B - UTILITIES 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. 2. INSTALL STORM DRAINS, SANITARY SEWER, AND WATER AS SPECIFIED ON PLAN SHEETS. PHASE C - PAVING 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE. REMOVE AS NEEDED TO PAVE. 2. STABILIZE SUBGRADE. 3. PAVE STREETS AND SIDEWALKS AS SPECIFIED ON PLAN SHEETS. 4. RE-INSTALL ANY STORM WATER POLLUTION PREVENTION MEASURES REMOVED FOR PAVING OPERATIONS. PHASE D - LANDSCAPING AND SOIL STABILIZATION. 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCAPE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS. 3. REMOVE EROSION CONTROL DEVICES WHEN MINIMUM 70% GROUND COVER IS ESTABLISHED. VEGETATION MUST BE ESTABLISHED BEFORE STRUCTURAL CONTROLS REMOVED. EROSION CONTROL SCHEDULE AND PHASING 1.CONTRACTOR IS SOLELY RESPONSIBLE FOR SELECTION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL SWPPP CONTROLS - CONTROLS SHOWN ON THIS SITE MAP ARE SUGGESTED CONTROLS ONLY. 2.CONTRACTOR SHALL RECORD INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL DATES FOR EACH BMP EMPLOYED (WHETHER CALLED OUT ON ORIGINAL SWPPP OR NOT) DIRECTLY ON THE SITE MAP. 3.DRAINAGE PATTERNS ARE SHOWN ON THIS PLAN BY PROPOSED AND EXISTING CONTOURS, FLOW ARROWS AND/OR SLOPES. 4.TEMPORARY AND PERMANENT STABILIZATION PRACTICES AND BMP'S SHALL BE INSTALLED AT THE EARLIEST POSSIBLE TIME DURING THE CONSTRUCTION SEQUENCE. AS AN EXAMPLE, PERIMETER SILT FENCE SHALL BE INSTALLED BEFORE COMMENCEMENT OF ANY GRADING ACTIVITIES. OTHER BMP'S SHALL BE INSTALLED AS SOON AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL SITE STABILIZATION IS ATTAINED. CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS SINCE PERMANENT STABILIZATION IS PROVIDED BY LANDSCAPING, THE BUILDING(S), AND SITE PAVING. 5.BMP'S HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER TO MINIMIZE SEDIMENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROTECTION FOR INLETS RECEIVING SEDIMENT FROM SITE RUN-OFF. 6.SANITARY SEWER EFFLUENT IS DISPOSED OF VIA AN ONSITE SEWER SYSTEM CONNECTED TO A MUNICIPAL SEWER SYSTEM. SITE MAP GENERAL NOTESBMP MAINTENANCE SCHEDULE TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS TO ENSURE THAT THE FACILITY IS FUNCTIONING PROPERLY. AGGREGATE PAD SHALL BE WASHED DOWN OR REPLACED WHEN SEDIMENT OR MUD HAS CLOGGED THE VOID SPACES BETWEEN THE STONES OR MUD IS BEING TRACKED ONTO THE PUBLIC ROADWAY. RUNOFF FROM WASHDOWN OPERATION SHALL BE FILTERED THROUGH ANOTHER B.M.P. PRIOR TO DRAINING OFF-SITE. CONSTRUCTION ENTRANCE LOCATIONS SHOWN ARE RECOMMENDED LOCATIONS AND MAY BE RELOCATED AT THE CONTRACTOR'S DISCRETION. SILT FENCE: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN STORM EVENTS. SEDIMENT SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE GRADE. FENCE SHALL BE INSPECTED FOR GAPS AT BASE. INSPECT SUPPORTING POSTS AND FILTER FABRIC. REPLACE IF REQUIRED. CURB INLET/GRATE INLET/WYE INLET: INSPECTIONS SHALL BE MADE WEEKLY AND AFTER ALL RAIN EVENTS TO ENSURE THAT THE DEVICE IS FUNCTIONING PROPERLY. REMOVE SEDIMENT FROM THE STORAGE AREA SURROUNDING THE INLET/GRATE WHEN THE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-HALF OF THE PROTECTION HEIGHT. DEVICE SHALL BE INSPECTED FOR GAPS AT BASE, AND SHALL BE REPLACED AS NEEDED.VICINITY MAP N.T.S. PROJECT SITE 12/7/2024 please add SF at the toe of all graded slopes to reduce sediment please show or ensure SF is added behind the curb once curb is installed to minimize sediment on the street Consider installing a rock filter dam at the outflow for erosion control 147 Item 16. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 0 : 5 2 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 CROSS SECTION PLAN VIEW CURB INLET PROTECTION DETAIL CROSS SECTION A-A A A SILT FENCE DETAIL ISOMETRIC PLAN VIEW PLAN VIEW PROFILE CONSTRUCTION ENTRANCE DETAIL C-8.01 ER O S I O N C O N T R O L DE T A I L S 12/7/2024 148 Item 16. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 0 6 : 0 9 P M C: \ U s e r s \ a u s t i \ O n e D r i v e \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 HANDICAPPED PARKING DETAIL PLAN CROSS SECTION A-A A CONCRETE SIDEWALK DETAIL A CONSTRUCTION JOINT DETAIL LONGITUDINAL BUTT JOINT DETAIL CONTRACTION JOINT DETAIL CURB & PAVING DETAIL PRECAST CONCRETE WHEEL STOP DETAIL C-8.02 PA V I N G D E T A I L S 12/7/2024 Duplicate details. Please delete one Please provide pavement repair details 149 Item 16. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 1 : 0 1 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 PLAN VIEW CROSS SECTION A-A 6' SQUARE MANHOLE DETAIL A A C-8.03 DR A I N A G E D E T A I L S 12/7/2024are any manholes proposed? recommend removing detail if not required. recommend providing manholes at least every 500'. 150 Item 16. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 1 : 0 9 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 C-8.04 DR A I N A G E D E T A I L S 12/7/2024 please provide bedding detail for SD 151 Item 16. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 1 : 1 4 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 FIRE HYDRANT INSTALLATION DETAIL FIRE HYDRANT INSTALLATION DETAIL FIRE HYDRANT INSTALLATION DETAIL FIRE HYDRANT GUARD POST DETAIL STANDARD INSTALLATION ALTERNATE INSTALLATION A THRUST BLOCKING DETAIL HORIZONTAL BLOCKING DETAIL CROSSES TEES BENDS SECTION "A-A" A C-8.05 UT I L I T Y D E T A I L S 12/7/2024 Please provide water line embedment detail 152 Item 16. SHEET NUMBER DRAWN BY: MD SCALE AS SHOWN DATE DECEMBER 2024 ACE PROJECT: 01101 SH E E T T I T L E : PR O J E C T N A M E : NO . RE V I S I O N S DA T E BY Sa t u r d a y , D e c e m b e r 7 , 2 0 2 4 2 : 5 1 : 2 2 P M C: \ U s e r s \ m d o g g \ O n e D r i v e \ D o c u m e n t s \ P r o j e c t s \ 0 1 1 0 1 - B l u e S t a r I n d u s t r i a l S a n g e r \ C A D \ P l a n S h e e t s \ D e t a i l s . d w g BL U E S T A R IN D U S T R I A L B L D G . L SA N G E R , T E X A S © 2024 ANIMAS CIVIL ENGINEERING, LLC PHONE: 214-803-1099 TX F-26500 STANDARD THRUST HARNESS DETAIL HORIZONTAL AND/OR VERTICAL OFFSETS C-8.06 UT I L I T Y D E T A I L S 12/7/2024 153 Item 16. 8 17 17 18 617212017177 34 LOT 5 14.22 ACRES PUMP ROOM EL E C 28 CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO INDUSTRIAL BUILDING F.F.E. = 715.4' LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. FIBER VAULT 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 8" PVC 42" RCP 27" RCP FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN SS SS SS SS FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT 1 8 " R C P E FIRE PUMP TEST HEADER FIBER MARKER 800-395-0440 (NO COMPANY STATED) NO R T E X F I B E R NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 400 401402 403 MA G N A I L F N D W S H I N E R X-CUT FND M 48" RCP EL=698.77' 40107 FINISH FLOOR 715.55 SV 40148FINISH FLOOR 715.42 HCSHCS40204 FINISH FLOOR 715.43 40216 FINISH FLOOR715.42 40250 FINISH FLOOR 715.38 40263 FINISH FLOOR 715.40 HCSHCS40322 FINISH FLOOR 715.42 40323 FINISH FLOOR 715.41FIRE DEPT CONN40337 FINISH FLOOR715.41 SV WATER UTILITYE 40524 FINISH FLOOR 715.45 40554 FINISH FLOOR 715.42 40567 FINISH FLOOR715.44 HCSHCS40624 FINISH FLOOR 715.42 40664 FINISH FLOOR715.45 SVSV SVSV 18" RCPEL=719.72' 18" RCPEL=719.66' FMK 41551FIBER MARKER 1-800-395-0440 720.72 WW W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWW W W W W W W W W W BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-1 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN 50'100'0' 154 Item 16. 8 17 17 17177 34 LOT 5 14.22 ACRES OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO INDUSTRIAL BUILDING F.F.E. = 715.4' FIBER VAULT 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 27" RCP FOR LEASE SIGN DO NOT CROSS DOUBLE LINE SIGN SS FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFIBER VAULT ELEC. VAULT 1 8 " R C P E E FIRE PUMP TEST HEADER FIBER MARKER 800-395-0440 (NO COMPANY STATED) NO R T E X F I B E R NO R T E X F I B E R CALLED 3.6610 ACRES STATE OF TEXAS INS. NO. 2020-141152, O.P.R.D.C.T. 402 403 MA G N A I L F N D W S H I N E R X-CUT FND 40337 FINISH FLOOR 715.41 E 40524 FINISH FLOOR 715.45 40554 FINISH FLOOR 715.42 40567 FINISH FLOOR 715.44 HCSHCS40624 FINISH FLOOR 715.42 40664 FINISH FLOOR 715.45 SVSV SVSV 18" RCPEL=719.72' 18" RCPEL=719.66' FMK 41551 FIBER MARKER 1-800-395-0440 720.72 WW WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W 5 gal. MYR DON (21) 5 gal. ABE GRA (90) 5 gal. MYR DON (37) 3" Cal. QUE MON (3) 3" Cal. ULM CRA (4) 3" Cal. QUE MON (3) 3" Cal. (2) MAG GRA 3" Cal. (2) MAG GRA 3" Cal. QUE MUE (2) 3" Cal. QUE MUE (2) 3" Cal. ULM CRA (5) 3" Cal. QUE MON (4) BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-2 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN 30'60'0' 155 Item 16. 18 6172120 14.22 ACRES PUMP ROOM EL E C 28 CALLED 211.36 ACRES SANGER TEXAS INDUSTRIAL, LLC INS. NO. 2022-122553, O.P.R.D.C.T. LOT 2, BLOCK A BLUE STAR INDUSTRIAL ADDITION INS. NO. 20220525000223, O.P.R.D.C.T. 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 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. EX. F.A.D.U.E. ESMT. INS. NO. 2022-122553, O.P.R.D.C.T. 8" PVC 42" RCP SS SS SS SS SS FIRE PUMP TEST HEADER 400 401 M 40107 FINISH FLOOR 715.55 SV 40148 FINISH FLOOR 715.42 HCSHCS40204 FINISH FLOOR 715.43 40216 FINISH FLOOR 715.42 40250 FINISH FLOOR 715.38 40263 FINISH FLOOR 715.40 HCSHCS40322 FINISH FLOOR 715.42 40323 FINISH FLOOR 715.41FIRE DEPT CONN SV WATER UTILITY W W W W W W W W W W W S S W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWW 3" Cal. QUE MUE (2) 3" Cal. QUE MUE (1) 3" Cal. (1) QUE MUE 3" Cal. MAG GRA (2) 3" Cal. (2) QUE MUE 3" Cal. (7) ULM CRA 3" Cal. (4) QUE MON 3" Cal. (4) ULM CRA BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-3 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN 30'60'0' Please show that minimum landscaping requirements for non-residential uses per ordinance § 14A-48.5.2 I-1 and I-2 Industrial Districts have been met. Include narrative per ordinance on the plans to verify requirements have been met. 156 Item 16. BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-4 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS TREES MAG GRA 6 Magnolia grandiflora Southern Magnolia 3" Cal.12` Height Min As Shown QUE MUE 10 Quercus muehlenbergii Chinkapin Oak 3" Cal.14` Min. Ht.As Shown QUE MON 14 Quercus polymorpha 'Monterey'Monterey Mexican White Oak 3" Cal.12` Height Min As Shown ULM CRA 20 Ulmus crassifolia Cedar Elm 3" Cal.12` Height Min As Shown SHRUBS ABE GRA 90 Abelia x grandiflora Glossy Abelia 5 gal.24" min.36" O.C. MYR DON 58 Myrica cerifera 'Don's Dwarf'Don's Dwarf Wax Myrtle 5 gal.24" min.36" O.C. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING SPACING REMARKS GROUND COVERS CYN DAC 73,227 sf Cynodon dactylon Bermudagrass Solid Sod PLANT SCHEDULE 157 Item 16. BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-5 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN – – – ’ ’ ’ ’ ’ ’ ” ” ¾” – – – – – ” ’ – – ’ ’ ” ” ” ’ ” ” ” ” ” ” ” ” ” ” 158 Item 16. BL U E S T A R IN D U S T R I A L P H A S E 2 SA N G E R , T E X A S L-6 11/18/24 SIBILITY FOR ANY MODIFICATION TO OR USE OF THIS DRAWING FILE THAT IS INCONSISTENT WITH THE REQUIREMENTS OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS. NO PERSON MAY MAKE MODIFICATIONS TO THIS ELECTRONIC DRAWING FILE WITHOUT THE LANDSCAPE ARCHITECT'S EXPRESS WRITTEN PERMISSION. LANDSCAPE ARCHITECT REGISTRATION NUMBER 2672 ON 11/18/24 WHO MAINTAINS THE ORIGINAL THIS ELECTRONIC DRAWING FILE IS RELEASED UNDER THE AUTHORITY OF GREG CUPPETT, FILE. THIS ELECTRONIC DRAWING FILE MAY BE USED AS A BACKGROUND DRAWING. PURSUANT EXAMINERS, THE USER OF THIS ELECTRONIC DRAWING FILE AGREES TO ASSUME ALL RESPON- TO RULE 3.103(F) OF THE RULES AND REGULATIONS OF THE TEXAS BOARD OF ARCHITECTURAL 1921 MAPLEWOOD DR WEATHERFORD, TX 76087 682-215-9151 PARKS AND OPEN SPACE PLANNING - LANDSCAPE ARCHITECTURE - IRRIGATION DESIGN 159 Item 16. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of Clear Creek Intermediate School, being 13.356 acres, located in the City of Sanger, and generally located on the west side of South Stemmons Frwy approximately 667 feet south of the intersection of the Business I-35 ramp and South Stemmons Frwy. SUMMARY: The applicant is proposing to create 1 lot from one unplatted tract in order to develop on this site. This site is located on the west side of South Stemmons Frwy. This is the site of the current Clear Creek Intermediate School. The school district is planning an addition to this building housing additional classrooms, saferoom, fire lanes, and additional parking. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL on the condition all comments have not been satisfied. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 160 Item 17. 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 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 1/8/2025 4:03:13 PM Location Map 24SANZON-0049 Clear Creek Intermediate 161 Item 17. VICINITY MAP (Not to Scale) SITE HI G H W A Y 7 7 / IN T E R S T A T E 3 5 CO W L I N G R D KE A T O N R D BUSINESS 35 OWNER DEDICATION State of TEXAS County of DENTON WHEREAS, SANGER INDEPENDENT SCHOOL DISTRICT, IS THE OWNER OF A TRACT OF LAND SITUATED IN THE M. R. BURLESON SURVEY, ABSTRACT NUMBER 71, AND IN THE W. JOHNSTON SURVEY, ABSTRACT NUMBER 682, LOCATED IN DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: All that certain 13.356 acre tract of land in the M.R. Burleson Survey, Abstract No. 71, and in the W. Johnston Survey, Abstract Number 682, located in Denton County, Texas, and being a remainder of a called 15.00 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Document Number 96-R0089957 of the Official Public Records of said county, and said 13.356 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rebar with a cap stamped “TXDOT” found for the northwest corner of Parcel 53, a right-of-way dedication to the State of Texas in the deed recorded in document 2021-9543 of said Official Public Records, in the south line of Lot 1, Block A of Sanger Travel Plaza, an addition to the City of Sanger recorded in Document Number 2017-8 of the Plat Records of said county and in the west right-of-way line of Interstate 35 (Stemmons Freeway), for the northeast corner herein described, from which, a 1/2 inch iron rebar with an illegible cap found for the southeast corner of said Lot 1, Block A bears South 88°24'36” East, a distance of 50.20 feet; THENCE with the west line of said Parcel 53, the following courses and distances; South 03°11'34” East, a distance of 379.95 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a curve to the left, with a radius of 6,505.00 feet and a chord which bears South 04°34'58” East, a distance of 315.59 feet; Along said curve to the left, with a central angle of 02°46'48” and an arc distance of 315.62 feet to a 5/8 inch iron rebar with cap stamped “TXDOT” found for the southwest corner of said Parcel 53, and in the north line of a called 73.025 acre tract described in a Special Warranty Deed to Agle Farms Inc, recorded in Document Number 2000-82434 of said Official Public Records, for the southeast corner herein described; THENCE North 88°24'59” West, with the south line of said 15.00 acre tract and the north line of said 73.025 acre tract, a distance of 790.62 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southeast corner of a called 0.832 acre tract of land described in a Special Warranty Deed to the City of Sanger recorded in Document Number 2010-47109 of said Official Public Records, for the southwest corner herein described; THENCE with the east line of said 0.832 acre tract the following courses and distances; North 02°41'15” West, a distance of 7.31 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a curve to the left, with a radius of 550.00 feet and a chord which bears North 12°21'23” West, a distance of 186.62 feet; Along said curve to the left, with a central angle of 19°32'06”, and an arc length of 187.52 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a reverse curve to the right, with a radius of 330.82 feet and a chord which bears North 10°08'26” West, a distance of 137.42 feet; Along said curve to the right, with a central angle of 23°58'26” and an arc length of 138.42 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; North 01°50'47” East, a distance of 47.10 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northeast corner of said 0.832 acre tract; THENCE North 88°07'53” West, with the north line of said 0.832 acre tract, a distance of 63.91 feet to a mag nail with a washer stamped “RPLS 6484” set for the northwest corner of said 0.832 acre tract and in the west line of said 15.00 acre tract; THENCE North 02°14'42” East, with the west line of said 15.00 acre tract, a distance of 322.14 feet to a mag nail with a washer stamped “RPLS 6484” set for the northwest corner of said 15.00 acre tract, the southwest corner of a called 5.725 acre tract described in a Special Warranty Deed to Sanger Investment LLC, recorded in Document Number 2017-12388, of said Official Public Records, for the northwest corner herein described; THENCE South 88°24'36” East, with the north line of said 15.00 acre tract and the south line of said 5.725 acre tract and said Lot 1, Block A, a distance of 858.48 feet to the POINT OF BEGINNING and containing 13.356 acres (581,802 square feet) of land. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as Lot 1, Block A, Clear Creek Intermediate, 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 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 _______________________________, Authorized assignee for Sanger Independent School District KELLY Teems STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY:___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES______________________ NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the HO/property owner. Any common area within the city's right-of-way will require a facilities agreement, to be reviewed and approved by the city. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to make 1 lot out of 13.356 acres. 11.Subject Parcel is subject to a Possession and Use Agreement filed January 19, 2021, recorded in Instrument Number 21-9542. 12.Subject Parcel is subject to a Possession and Use Agreement filed January 20, 2021, recorded in Instrument Number 21-10259. 13.Subject property has a total of 120 existing parking spaces (116 regular and 4 handicap). There are 24 proposed regular parking spaces and 2 proposed handicapped parking spaces. City of Sanger Ordinances requires 113 parking spaces. 14.The City of Sanger is not responsible for the design, construction, operation, maintenance, or use of the stormwater detention area, private drainage ditches, or associated private drainage easements, herein referred to as "features" to be developed and constructed by the Owners or their successors. Owners and successors agree to indemnify and hold harmless the City of Sanger, its officers, employees, and agents from any direct or indirect loss, damage, liability, or expense and attorney's fees for any negligence or omissions whatsoever, arising out of the design, construction, operation, maintenance, condition or use of the "features" including any non-performance of the foregoing. All of the above shall be covenants running with the land. APPROVED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by ________________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 20____ . ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES_____________________________ Sheet: 2 of 2Drawn: CDM Checked: ARC Scale: 1" = 40'Date: 12/18/2024 Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 FINAL PLAT CLEAR CREEK INTERMEDIATE LOT 1, BLOCK A 13.356 ACRES 0.222 ACRES OF DEDICATED R.O.W. M.R. BURLESON SURVEY, ABSTRACT NO. 71 W. JOHNSTON SURVEY, ABSTRACT NO. 682 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 W. ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com RECORDING INFORMATION 162 Item 17. 3 6 . 1 2 ' LOT 1, BLOCK A 13.356 ACRES (581, 802 SQUARE FEET) PID: 189377 CALLED 15.00 ACRES SANGER INDEPENDENT SCHOOL DISTRICT DOC. # 96-R0089957 O.P.R.D.C.T. LESS RIGHT-OF-WAY DEDICATION DOC. # 2010-47109 & DOC. # 2021-9543 O.P.R.D.C.T. M.R. B U R L E S O N S U R V E Y ABS T R A C T N O . 7 1 5/8" CIRF "TXDOT" LOT 1, BLOCK A SANGER TRAVEL PLAZA DOC. # 2017-8 P.R.D.C.T. A CALLED 5.725 ACRE TRACT SANGER INVESTMENT LLC DOC. # 2017-12388 O.R.D.C.T. PARCEL 53 TXDOT R.O.W. DOC. 2021-9543 DOC. NO. 2021-10259 O.P.R.D.C.T. K E A T O N R O A D ( B Y U S E A N D O C C U P A T I O N ) CALLED 73.025 ACRES AGLE FARMS INC DOC. # 2000-82434 O.R.D.C.T. P.O.B. 5/8" CIRF "TXDOT" N: 7175970.24 E: 2370774.76 1/2" CIRF (ILLEGIBLE) M. R . B U R L E S O N S U R V E Y AB S T R A C T N O . 7 1 I N T E R S T A T E 3 5 - S T E M M O N S F R E E W A Y ( V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) CE N T E R L I N E O F F R O N T A G E R O A D N 88°24'59" W 790.62' ∆=19°32'06", R=550.00', L=187.52' CH=N12°21'23"W 186.62' ∆=23°58'26", R=330.82', L=138.42' CH=N10°08'26"W 137.42' N 88°07'53" W 63.91' N 0 2 ° 1 4 ' 4 2 " E 3 2 2 . 1 4 ' S 88°24'36" E 858.48' S 0 3 ° 1 1 ' 3 4 " E 3 7 9 . 9 5 ' ∆ = 2 ° 4 6 ' 4 8 " , R = 6 , 5 0 5 . 0 0 ' , L = 3 15 . 6 2 ' C H = S 0 4 ° 3 4 ' 5 8 " E 3 15 . 5 9 ' S 88°24'36" E 50.20' (M) MAG NAIL W/ WASHER "RPLS 6484" SET MAG NAIL W/ WASHER "RPLS 6484" SET 25' BUILDING LINE 25' BUILDING LINE 2 0 ' B U I L D I N G L I N E 20 ' B U I L D I N G L I N E 20.0' 25 . 0 ' 25 . 0 ' 30.0' R.O.W. DEDICATION 9,666 SQ.FT./ 0.222 ACRES N 02°41'15" W 7.31' (M) 20.0' N 01°50'47" E 47.10' (M) APPROXIMATE SURVEY LINE W. J O H N S T O N S U R V E Y AB S T R A C T N O . 6 8 2 LINE TABLE LINE #BEARING DISTANCE CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH 30.0' R.O.W. DEDICATION 9,666 SQ.FT./ 0.222 ACRES CALLED 0.832 ACRES CITY OF SANGER DOC. # 2010-47109 O.R.D.C.T. S 4 5 ° 3 4 ' 2 6 " E 1 5 0 . 0 4 ' FIRE LANE EASEMENT (BY THIS PLAT) 9.92' 34' FIRE LANE EASEMENT (BY THIS PLAT) 24' FIRE LANE EASEMENT (BY THIS PLAT) 0.345 ACRE 15,042 SQ.FT. DRAINAGE EASEMENT (BY THIS PLAT) CE N T E R L I N E O F K E A T O N R O A D CE N T E R L I N E O F F R O N T A G E R O A D 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" S 4 3 ° 5 4 ' 3 3 " E 3 0 0 . 8 3 ' N 0 1 ° 2 4 ' 5 9 " E 2 9 8 . 4 6 ' C3 S 88°38'17" E 238.79' C2 S 6 1 ° 1 6 ' 1 0 " E 1 2 1 . 2 7 ' C1 C 1 9 N 6 1 ° 1 6 ' 1 4 " W 1 2 1 . 0 9 ' C18 N 88°38'24" W 256.71' C17 S 0 1 ° 2 5 ' 5 0 " W 2 8 7 . 4 4 ' C16 C15 S 0 1 ° 2 9 ' 1 1 " W 1 9 7 . 9 1 ' C14 N 88°35'20" W 211.01' S 88°35'20" E 815.12' C 1 3 2.27' L8 C12 N 88°35'20" W 87.64' C 1 1 L7 L6 C 1 0 L5 L4 L3 C9 L2 L1 C8 N 88°35'20" W 230.55' C 7 N 0 1 ° 2 9 ' 1 1 " E 1 5 4 . 3 0 ' C6 C5 C 4 C20 C 2 1 N 0 1 ° 2 9 ' 1 1 " E 1 4 2 . 7 2 ' C22 S 0 1 ° 2 9 ' 1 1 " W 1 4 8 . 0 5 ' C23 L13 L1 4 C 2 7 L 1 5 C28 L16 C29 L9 C30 L1 0 C 2 4 L11 C 2 5 L1 2 C26 LINE TABLE LINE #BEARING DISTANCE 7 7 . 5 9 ' N=7175565.06 E=2370075.02 N=7175406.95 E=2370066.40 35.0' R35. 0 ' 24 . 0 ' 24.0' N=7175709.61 E=2370482.84 24 . 4 ' 22.0' 32.0' 43.0' N=7175921.33 E=2370482.00 8 1 . 3 5 ' 2 0 . 1 8 ' NOTE: Bearings, coordinates and distances are based on U.S. State Plane NAD 1983 Coordinates, Texas North Central Zone (4202). This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 0 40 80 SCALE: 1" = 40' Sheet: 2 of 2Drawn: CDM Checked: ARC Scale: 1" = 40' VICINITY MAP (Not to Scale) SITE ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 W. ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com HI G H W A Y 7 7 / IN T E R S T A T E 3 5 CO W L I N G R D KE A T O N R D BUSINESS 35 Date: 12/18/2024 Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE (M) R.O.W. P.O.B. P.O.C. LEGEND = 1/2" IRON REBAR WITH CAP STAMPED "RPLS 6484" SET (UNLESS OTHERWISE NOTED) FOUND MONUMENT (AS NOTED) FINAL PLAT CLEAR CREEK INTERMEDIATE LOT 1, BLOCK A 13.356 ACRES 0.222 ACRES OF DEDICATED R.O.W. M.R. BURLESON SURVEY, ABSTRACT NO. 71 W. JOHNSTON SURVEY, ABSTRACT NO. 682 CITY OF SANGER, DENTON COUNTY, TEXAS 163 Item 17. 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 Anthony Crowley Crowley Pipeline & Land Surveying 117 West Archer Street Jacksboro, TX 76458 469-850-CPLS(2757) acrowley@crowleysurveying.com Sanger Independent School District 601 Elm Street Sanger, TX 76266 940-458-7438 kteems66@gmail.com Anthony Crowley December 18, 2024 Kelly Teems PID 189377 164 Item 17. CLEAR CREEK INTERMEDIATE SCHOOL – LETTER OF INTENT SUBDIVIDER’S NAME AND ADDRESS Sanger Independent School District 601 Elm Street Sanger, TX 76266 CONTACT INFORMATION OF PERSON(S) PREPARING THE SUBMITTED DOCUMENTS Anthony Crowley 1-940-229-1172 acrowley@crowleysurveying.com DESIGNATED POINT OF CONTACT FOR FUTURE CORRESPNDENCE Kelly Teems 1-940-458-7438 kteems66@gmail.com INTENT OF THE PLAT APPLICATION The purpose of the subdivision plat is to make a lot out of an unplatted property and dedicate easements and right-of-way. BREIF DESCRIPTION OF THE LOACTION, LAND AREA, PARTICULARS AS TO THE INTEDED USE(S) OF THE PROPERTY, AND ANY INTENDED FUTURE DEVELOPMENT ON THE PROPERTY 13.356 acres in the M. R. Burleson Survey, Abstract No. 71 and the W. Johnston Survey, Abstract No. 682, City of Sanger, Denton County, Texas. Intended easements are for utility purposes and the site itself is educational. A REQUEST THAT THE PLAT BE REVIEWED AND CONSIDERED BY THE APPROPIATE APPROVAL BODY 165 Item 17. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/18/24 1st REVIEW COMMENTS – Final Plat – Clear Creek Intermediate School The request is for a Final Plat of Clear Creek Intermediate School, being approximately 13.356 acres in the M.R. BURLESON SURVEY, ABSTRACT NO. 71, W JOHNSTON SURVEY, ABSTRACT NO. 682, prepared by Crowley Surveying, submitted on 12/18/24. 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. City Tax Collector signature block will need to be removed. (When this plat is ready to file, you will have to provide a certified tax certificate from Denton County showing a zero balance is owed.) 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, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 166 Item 17. 2601 Meacham Blvd., Suite 600, Fort Worth, TX 76137 | halff.com January 07, 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: Clear Creek Final Plat - Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Final Plat for Clear Creek Intermediate. This submittal was prepared by Crowley Surveying and was received on December 19, 2024. General Comments 1. 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. 2. Please note additional comments may be provided in subsequent reviews once additional data/responses is received. Final Plat 1. Denton County requires 30’ interior radius and 50’ exterior radius on all fire lanes. Please verify all radii in fire lane configuration. 2. Please provide civil plans for proposed improvements on property before approval of plat. 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 167 Item 17. VICINITY MAP (Not to Scale) SITE HI G H W A Y 7 7 / IN T E R S T A T E 3 5 CO W L I N G R D KE A T O N R D BUSINESS 35 OWNER DEDICATION State of TEXAS County of DENTON WHEREAS, SANGER INDEPENDENT SCHOOL DISTRICT, IS THE OWNER OF A TRACT OF LAND SITUATED IN THE M. R. BURLESON SURVEY, ABSTRACT NUMBER 71, AND IN THE W. JOHNSTON SURVEY, ABSTRACT NUMBER 682, LOCATED IN DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: All that certain 13.356 acre tract of land in the M.R. Burleson Survey, Abstract No. 71, and in the W. Johnston Survey, Abstract Number 682, located in Denton County, Texas, and being a remainder of a called 15.00 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Document Number 96-R0089957 of the Official Public Records of said county, and said 13.356 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rebar with a cap stamped “TXDOT” found for the northwest corner of Parcel 53, a right-of-way dedication to the State of Texas in the deed recorded in document 2021-9543 of said Official Public Records, in the south line of Lot 1, Block A of Sanger Travel Plaza, an addition to the City of Sanger recorded in Document Number 2017-8 of the Plat Records of said county and in the west right-of-way line of Interstate 35 (Stemmons Freeway), for the northeast corner herein described, from which, a 1/2 inch iron rebar with an illegible cap found for the southeast corner of said Lot 1, Block A bears South 88°24'36” East, a distance of 50.20 feet; THENCE with the west line of said Parcel 53, the following courses and distances; South 03°11'34” East, a distance of 379.95 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a curve to the left, with a radius of 6,505.00 feet and a chord which bears South 04°34'58” East, a distance of 315.59 feet; Along said curve to the left, with a central angle of 02°46'48” and an arc distance of 315.62 feet to a 5/8 inch iron rebar with cap stamped “TXDOT” found for the southwest corner of said Parcel 53, and in the north line of a called 73.025 acre tract described in a Special Warranty Deed to Agle Farms Inc, recorded in Document Number 2000-82434 of said Official Public Records, for the southeast corner herein described; THENCE North 88°24'59” West, with the south line of said 15.00 acre tract and the north line of said 73.025 acre tract, a distance of 790.62 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southeast corner of a called 0.832 acre tract of land described in a Special Warranty Deed to the City of Sanger recorded in Document Number 2010-47109 of said Official Public Records, for the southwest corner herein described; THENCE with the east line of said 0.832 acre tract the following courses and distances; North 02°41'15” West, a distance of 7.31 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a curve to the left, with a radius of 550.00 feet and a chord which bears North 12°21'23” West, a distance of 186.62 feet; Along said curve to the left, with a central angle of 19°32'06”, and an arc length of 187.52 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a reverse curve to the right, with a radius of 330.82 feet and a chord which bears North 10°08'26” West, a distance of 137.42 feet; Along said curve to the right, with a central angle of 23°58'26” and an arc length of 138.42 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; North 01°50'47” East, a distance of 47.10 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northeast corner of said 0.832 acre tract; THENCE North 88°07'53” West, with the north line of said 0.832 acre tract, a distance of 63.91 feet to a mag nail with a washer stamped “RPLS 6484” set for the northwest corner of said 0.832 acre tract and in the west line of said 15.00 acre tract; THENCE North 02°14'42” East, with the west line of said 15.00 acre tract, a distance of 322.14 feet to a mag nail with a washer stamped “RPLS 6484” set for the northwest corner of said 15.00 acre tract, the southwest corner of a called 5.725 acre tract described in a Special Warranty Deed to Sanger Investment LLC, recorded in Document Number 2017-12388, of said Official Public Records, for the northwest corner herein described; THENCE South 88°24'36” East, with the north line of said 15.00 acre tract and the south line of said 5.725 acre tract and said Lot 1, Block A, a distance of 858.48 feet to the POINT OF BEGINNING and containing 13.356 acres (581,802 square feet) of land. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as Lot 1, Block A, Clear Creek Intermediate, 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 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 _______________________________, Authorized assignee for Sanger Independent School District KELLY Teems STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY:___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES______________________ NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the HO/property owner. Any common area within the city's right-of-way will require a facilities agreement, to be reviewed and approved by the city. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to make 1 lot out of 13.356 acres. 11.Subject Parcel is subject to a Possession and Use Agreement filed January 19, 2021, recorded in Instrument Number 21-9542. 12.Subject Parcel is subject to a Possession and Use Agreement filed January 20, 2021, recorded in Instrument Number 21-10259. 13.Subject property has a total of 120 existing parking spaces (116 regular and 4 handicap). There are 24 proposed regular parking spaces and 2 proposed handicapped parking spaces. City of Sanger Ordinances requires 113 parking spaces. 14.The City of Sanger is not responsible for the design, construction, operation, maintenance, or use of the stormwater detention area, private drainage ditches, or associated private drainage easements, herein referred to as "features" to be developed and constructed by the Owners or their successors. Owners and successors agree to indemnify and hold harmless the City of Sanger, its officers, employees, and agents from any direct or indirect loss, damage, liability, or expense and attorney's fees for any negligence or omissions whatsoever, arising out of the design, construction, operation, maintenance, condition or use of the "features" including any non-performance of the foregoing. All of the above shall be covenants running with the land. APPROVED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by ________________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 20____ . ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES_____________________________ Sheet: 2 of 2Drawn: CDM Checked: ARC Scale: 1" = 40'Date: 12/18/2024 Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 FINAL PLAT CLEAR CREEK INTERMEDIATE LOT 1, BLOCK A 13.356 ACRES 0.222 ACRES OF DEDICATED R.O.W. M.R. BURLESON SURVEY, ABSTRACT NO. 71 W. JOHNSTON SURVEY, ABSTRACT NO. 682 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 W. ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com RECORDING INFORMATION 168 Item 17. 3 6 . 1 2 ' LOT 1, BLOCK A 13.356 ACRES (581, 802 SQUARE FEET) PID: 189377 CALLED 15.00 ACRES SANGER INDEPENDENT SCHOOL DISTRICT DOC. # 96-R0089957 O.P.R.D.C.T. LESS RIGHT-OF-WAY DEDICATION DOC. # 2010-47109 & DOC. # 2021-9543 O.P.R.D.C.T. M.R. B U R L E S O N S U R V E Y ABS T R A C T N O . 7 1 5/8" CIRF "TXDOT" LOT 1, BLOCK A SANGER TRAVEL PLAZA DOC. # 2017-8 P.R.D.C.T. A CALLED 5.725 ACRE TRACT SANGER INVESTMENT LLC DOC. # 2017-12388 O.R.D.C.T. PARCEL 53 TXDOT R.O.W. DOC. 2021-9543 DOC. NO. 2021-10259 O.P.R.D.C.T. K E A T O N R O A D ( B Y U S E A N D O C C U P A T I O N ) CALLED 73.025 ACRES AGLE FARMS INC DOC. # 2000-82434 O.R.D.C.T. P.O.B. 5/8" CIRF "TXDOT" N: 7175970.24 E: 2370774.76 1/2" CIRF (ILLEGIBLE) M. R . B U R L E S O N S U R V E Y AB S T R A C T N O . 7 1 I N T E R S T A T E 3 5 - S T E M M O N S F R E E W A Y ( V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) CE N T E R L I N E O F F R O N T A G E R O A D N 88°24'59" W 790.62' ∆=19°32'06", R=550.00', L=187.52' CH=N12°21'23"W 186.62' ∆=23°58'26", R=330.82', L=138.42' CH=N10°08'26"W 137.42' N 88°07'53" W 63.91' N 0 2 ° 1 4 ' 4 2 " E 3 2 2 . 1 4 ' S 88°24'36" E 858.48' S 0 3 ° 1 1 ' 3 4 " E 3 7 9 . 9 5 ' ∆ = 2 ° 4 6 ' 4 8 " , R = 6 , 5 0 5 . 0 0 ' , L = 3 15 . 6 2 ' C H = S 0 4 ° 3 4 ' 5 8 " E 3 15 . 5 9 ' S 88°24'36" E 50.20' (M) MAG NAIL W/ WASHER "RPLS 6484" SET MAG NAIL W/ WASHER "RPLS 6484" SET 25' BUILDING LINE 25' BUILDING LINE 2 0 ' B U I L D I N G L I N E 20 ' B U I L D I N G L I N E 20.0' 25 . 0 ' 25 . 0 ' 30.0' R.O.W. DEDICATION 9,666 SQ.FT./ 0.222 ACRES N 02°41'15" W 7.31' (M) 20.0' N 01°50'47" E 47.10' (M) APPROXIMATE SURVEY LINE W. J O H N S T O N S U R V E Y AB S T R A C T N O . 6 8 2 LINE TABLE LINE #BEARING DISTANCE CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH 30.0' R.O.W. DEDICATION 9,666 SQ.FT./ 0.222 ACRES CALLED 0.832 ACRES CITY OF SANGER DOC. # 2010-47109 O.R.D.C.T. S 4 5 ° 3 4 ' 2 6 " E 1 5 0 . 0 4 ' FIRE LANE EASEMENT (BY THIS PLAT) 9.92' 34' FIRE LANE EASEMENT (BY THIS PLAT) 24' FIRE LANE EASEMENT (BY THIS PLAT) 0.345 ACRE 15,042 SQ.FT. DRAINAGE EASEMENT (BY THIS PLAT) CE N T E R L I N E O F K E A T O N R O A D CE N T E R L I N E O F F R O N T A G E R O A D 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" S 4 3 ° 5 4 ' 3 3 " E 3 0 0 . 8 3 ' N 0 1 ° 2 4 ' 5 9 " E 2 9 8 . 4 6 ' C3 S 88°38'17" E 238.79' C2 S 6 1 ° 1 6 ' 1 0 " E 1 2 1 . 2 7 ' C1 C 1 9 N 6 1 ° 1 6 ' 1 4 " W 1 2 1 . 0 9 ' C18 N 88°38'24" W 256.71' C17 S 0 1 ° 2 5 ' 5 0 " W 2 8 7 . 4 4 ' C16 C15 S 0 1 ° 2 9 ' 1 1 " W 1 9 7 . 9 1 ' C14 N 88°35'20" W 211.01' S 88°35'20" E 815.12' C 1 3 2.27' L8 C12 N 88°35'20" W 87.64' C 1 1 L7 L6 C 1 0 L5 L4 L3 C9 L2 L1 C8 N 88°35'20" W 230.55' C 7 N 0 1 ° 2 9 ' 1 1 " E 1 5 4 . 3 0 ' C6 C5 C 4 C20 C 2 1 N 0 1 ° 2 9 ' 1 1 " E 1 4 2 . 7 2 ' C22 S 0 1 ° 2 9 ' 1 1 " W 1 4 8 . 0 5 ' C23 L13 L1 4 C 2 7 L 1 5 C28 L16 C29 L9 C30 L1 0 C 2 4 L11 C 2 5 L1 2 C26 LINE TABLE LINE #BEARING DISTANCE 7 7 . 5 9 ' N=7175565.06 E=2370075.02 N=7175406.95 E=2370066.40 35.0' R35. 0 ' 24 . 0 ' 24.0' N=7175709.61 E=2370482.84 24 . 4 ' 22.0' 32.0' 43.0' N=7175921.33 E=2370482.00 8 1 . 3 5 ' 2 0 . 1 8 ' NOTE: Bearings, coordinates and distances are based on U.S. State Plane NAD 1983 Coordinates, Texas North Central Zone (4202). This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 0 40 80 SCALE: 1" = 40' Sheet: 2 of 2Drawn: CDM Checked: ARC Scale: 1" = 40' VICINITY MAP (Not to Scale) SITE ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 W. ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com HI G H W A Y 7 7 / IN T E R S T A T E 3 5 CO W L I N G R D KE A T O N R D BUSINESS 35 Date: 12/18/2024 Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE (M) R.O.W. P.O.B. P.O.C. LEGEND = 1/2" IRON REBAR WITH CAP STAMPED "RPLS 6484" SET (UNLESS OTHERWISE NOTED) FOUND MONUMENT (AS NOTED) FINAL PLAT CLEAR CREEK INTERMEDIATE LOT 1, BLOCK A 13.356 ACRES 0.222 ACRES OF DEDICATED R.O.W. M.R. BURLESON SURVEY, ABSTRACT NO. 71 W. JOHNSTON SURVEY, ABSTRACT NO. 682 CITY OF SANGER, DENTON COUNTY, TEXAS Denton County requires 30’ interior radius and 50’ exterior radius on all fire lanes. Please verify all radii in fire lane configuration 169 Item 17. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on a Final Plat of Lane Ranch Phase 5, being approximately 26.105 acres of land described as REUBEN BEBEE SURVEY, ABST. NO. 29, within the City of Sanger, generally located north of McReynolds Road and approximately 1230 feet east of Lake Ridge Dr. SUMMARY: The applicant proposes to plat 124 Residential lots and 9 HOA lots. This site is part of the Lane Ranch PD. The plat complies with the preliminary plat that was approved on 7-1-2024 and the PD that was approved on 5-9-2022. The property is served by City of Sanger Electric, CoServ Electric, Sanger Water and Wastewater. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL on the condition all comments have not been satisfied. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 170 Item 18. 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 1/7/2025 10:39:04 PM Location Map Lane Ranch Phase 5 24SANZON-0046 171 Item 18. 172 Item 18. 173 Item 18. 174 Item 18. 175 Item 18. 2785 Rockbrook Drive, Suite 105 Lewisville, Texas 75067 December 18, 2024 Ms. Ramie Hammonds Director of Development Services City of Sanger 201 Bolivar Street Sanger, Texas 76266 RE: Letter of Intent Final Plat for Lane Ranch Phase 5 Sanger, Texas Dear Ramie: Please accept this Letter of Intent for the submittal of the final plat for Lane Ranch Phase 5. The property is approximately 26.105 acres owned by Benison Home, LLC. This tract is currently open pastureland with no tree cover. The civil engineering plans and overall flood study for this tract have been previously submitted and are under review by the city and its consultants. The purpose of this plat is to subdivide the property into 124 residential lots and nine HOA lots. This tract is part of the Lane Ranch PD. We are the applicants for this submittal and Mr. Jonathan Wang and Mr. Casey McGinnis are the owners. We request that the plat be reviewed and considered by the appropriate approval body. If you have any other questions or would like additional information regarding our submittal, please contact me at 972-393-9800 or Mr. McGinnis at 214-232-6180. Sincerely, MIDDLETON & ASSOCIATES, LLC. Eugene Middleton, P.E. President MIDDLETON & ASSOCIATES, LLC CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 176 Item 18. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/31/24 1st REVIEW COMMENTS – Final Plat – Lane Ranch, Phase 5 The request is for a Final Plat of Lane Ranch, Phase 5, being approximately 26.105 acres in the REUBEN BEBEE SURVEY, ABST NO. 29, prepared by John Cowan & Associates, Inc., submitted on 12/18/24. 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. Add document number and location of all easements by separate instrument. 2. Provide an accurate location of the subdivision in reference to the deed records of the county which shall include the volume and page of the property to be subdivided. 3. Provide the length of all arcs, radii, internal angles and points of curvature, length and bearing of the tangents. 4. Show all existing and proposed easements for right-of-way, public services, utilities or any other easements or any limitations of easements. (I don’t see any utility easements for the utilities that will be installed). 5. Provide the name address and phone number of all utilities providing service to the development (I only see electric. We will still need water and sewer). 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, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 177 Item 18. December 20, 2024 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: Lane Ranch Phase 5 Plat and Civil Plan -Review #3 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Preliminary Plat and Civil Plans for Lane Ranch Phase 5. The submittal was prepared by Middleton and Associates, LLC and was received December 06, 2024. 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. Final Comments 1. Provide a closure report 3rd Review: Addressed 2. Acceptance of the final plat is contingent upon approval of the drainage study and Civil plans. 3rd Review: Please address comments in drainage study provided separately. Civil Plan Comments Paving Plan and Profile Comments 1. Maximum longitudinal slopes within one hundred feet (100') of intersections shall not exceed two percent (2%) per ordinance 10.106(b)(4)(D). A variance must be submitted to the city for approval. Response: We will be asking for a variance to the 100-foot rule. 3rd Review: Please provide variance approval on the subsequent submittal. 2. Verify the vertical curve lengths. Some K values look very low for the proposed grade difference. 178 Item 18. Response: We have increased the K values on the vertical curves where possible. Those vertical curves at McReynolds Road are below the normal K value due to the stop condition. 3rd Review: Please revise K values to meet minimums for crest and sag vertical curves for respective speed limits per Table 2-10 of the TxDOT Roadway Design Manual 3. 3rd Review: Please provide elevations at the start and end of the valley gutter and verify valley gutter flow direction at the Drover Drive and Ranahan Drive intersection 4. 3rd Review: Please verify grades on Ranahan Drive on sheets P2 and P3. Paving Details 1. Per ordinance 10.106(b)(2)(B) collector streets and alleys shall, at a minimum, be designed and constructed with 8"thickness of 4,000 p.s.i. reinforced concrete pavement on a compacted sub-base. All steel reinforcing shall be deformed No. 4 bars on eighteen-inch (18") centers both ways. 3rd Review: Addressed Grading Plan Comments 1. The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than 5% for a minimum distance of 10 feet measured perpendicular to the face of the wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5% slope shall be provided to an approved alternative method of diverting water away from the foundation. Swales used for this purpose shall be sloped not less than 2% where located within 10 feet of the building foundation. IBC 1804.4 Response: We understand lot grading rules and this subdivision is graded per those provided to us by the builder. 3rd Review: Addressed 2. Show grading in the proposed ditch. Response: We have shown the grading where it exists. Most of the ditch remains in its existing condition. 3rd Review: Please label side slopes and ensure slopes meet the requirements of Ordinance 10.106(d)(9)(B) 3. Show and label proposed drainage facilities. 3rd Review: Addressed Drainage Area Map Proposed Conditions Comments 1. Label all drainage driveway culverts. 3rd Review: Please verify storm line names. The line names on the proposed drainage area map appear to differ from the names in sheet ST-ALL 2. Add riprap around the storm outfall to reduce outflow velocity. 179 Item 18. 3rd Review: Addressed 3. 3rd Review: Left side of Boss Range Drive drains into Lane Ranch Drive per the plan and profile sheets. High Point at STA 5+55.13. Please verify and revise drainage area map Drainage Area and Inlet Calculations Comments 1. For clarity, label the inlets consistently throughout the storm plans and calculations. 3rd Review: Please verify storm line names. The line names on the proposed drainage area map appear to differ from the names in sheet ST-ALL Hydraulic Calculations Comments 1. Reconcile discrepancies between the plans and calculations. See sheet comments. Please check the hydraulic calculation table to ensure all flows are added together at junctions. 3rd Review: Addressed 2. 3rd Review: Please update starting intensities per Appendix A of the City Ordinances 3. 3rd Review: The minimum velocities in conduit shall be 2.5 feet per second per Ordinance § 10.106(d)(6)(B)(i) Overall Storm Drain Plan 1. Show proposed grading for clarity. Response: The grading is shown on the grading plans, this is just an overall storm plan. 3rd Review: Addressed 2. Grading is not shown for the ditch sections. cannot verify that the proposed depth allows for 1' of freeboard. Show how ditch ties into existing grades Response: New ditch sections are done. Not all the ditch is regraded, most of it remains in its existing condition. 3rd Review: Please label side slopes and ensure slopes meet the requirements of Ordinance 10.106(d)(9)(B) Storm Drain Plan and Profile Comments 1. Verify the HGL slope on the upstream end of line one. 3rd Review: Addressed 2. The pipe capacity on line 2 is exceeded according to the hydraulic data. Verify calculations and the pipe size used. 3rd Review: Addressed 3. Per the DCSRR, the starting point for the hydraulic grade line determination should be either the design tailwater elevation or the average of critical depth and the height of the storm drain conduit, (dc + D)/2, whichever is greater. 3rd review: using flood study is acceptable. However, please update hydraulic calculations when the flood study is updated. 180 Item 18. 4. There appears to be a high erosion potential. Verify if additional grading or erosion control is needed and update drainage easement as appropriate. 3rd Review: Addressed 5. Verify Q100 on line 3. See plan comment. 3rd review: Q10 and Q100 shall be higher than OS-2 in Sheet CALC1 as SD Line 3 takes in two additional drainage areas. Please revise your calculations. 6. Verify offsite flow into line 3. 3rd review: see above comment #5. 7. Adjust access hole spacing per the DCSRR. See plan comments. 3rd Review: Addressed 8. Flow is shown to decrease downstream of line 6. Recalculate. 3rd Review: Addressed 9. Flow rates in the culverts do not match the calculations. 3rd Review: please show ditch profiles, 1ft freeboard, and account for the offsite flow as it impacts the tailwater conditions. 10. Minimum velocities in a closed conduit system shall be 2.5 fps 10.106(d)(6)(B). 3rd review: Some of the velocities are much smaller than the allowed minimum velocities. Please consider combining drainage areas or using other engineering solutions. For those that are close to 2.5 fps, please request to the city for variance. 11. 3rd Review: Please update upstream section of Storm Line 1 to partial flow. HGL cannot go below Flow line 12. 3rd Review: Please review profiles for laterals 3c and 3d. Pipes appear to be hanging in space Water Line Comments 1. 3rd Review: Ensure all TCEQ crossing requirements are met 2. 3rd Review: Please show fire hydrant locations on profiles 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 ASSOCIATES, INC. Firm No. 0312 Attachments: Plans markups 181 Item 18. 182 Item 18. 183 Item 18. 184 Item 18. 185 Item 18. 186 Item 18. Existing riprap is being removed per grading sheets. please verify 187 Item 18. Please revise K values to meet minimums for crest and sag vertical curves for respective speed limits per Table 2-10 of the TxDOT Roadway Design Manual 188 Item 18. Please provide elevations at the start and end of the valley gutter and verify valley gutter flow direction 189 Item 18. Please verify grades here. shown as 0.64 on sheet P2 190 Item 18. 191 Item 18. Revise and verify K values per Table 2.10 of the TxDOT Roadway Design Manual Please verify that this area of the knuckle has positive drainage 192 Item 18. 193 Item 18. left side of the road drains into Lane Ranch Drive. High Point at STA 5+55.13. Please revise arrow 194 Item 18. 195 Item 18. 196 Item 18. 197 Item 18. 198 Item 18. 199 Item 18. 200 Item 18. 201 Item 18. Please label existing contours Existing ditch shall match the one in the grading plans G2 to avoid confusion. 202 Item 18. left side of the road drains into Lane Ranch Drive per the plan and profile sheets. High Point at STA 5+55.13. Please verify and revise Please verify storm line names. These appear to differ from the names in sheet ST-ALL 203 Item 18. It's not necessary to include OS-4 here. It's not in the existing drainage area map. And it appears to be completely offsite for future phase. OS-1 shall drain to 1-G as well. Please add it into the design and calculation 204 Item 18. Please update starting intensities per Appendix A The minimum velocities in conduit shall be 2.5 feet per second per Ordinance § 10.106(d)(6)(B)(i) The Q10 and Q100 shall be higher than the values on Sheet Calc1 for OS-2 only. Please revise your calculations to be consistent with the other sheets. 205 Item 18. Please label the side slope of the proposed grading. It typically shall be 4:1. Please verify all three profile views meet the requirement. 10.106(d)(9)(B) Please provide ditch calculations to account for tailwater conditions of offsite flow. 206 Item 18. 207 Item 18. Please update section to partial flow. HGL can not go below Flow line 208 Item 18. 209 Item 18. Please review profiles for laterals 3c and 3d. Pipes appear to be hanging 210 Item 18. 211 Item 18. 212 Item 18. 213 Item 18. 214 Item 18. 215 Item 18. 216 Item 18. 217 Item 18. 218 Item 18. 219 Item 18. 220 Item 18. 221 Item 18. 222 Item 18. 223 Item 18. Text for outflow is covered 224 Item 18. 225 Item 18. 226 Item 18. 227 Item 18. 228 Item 18. 229 Item 18. 230 Item 18. 231 Item 18. Ensure all TCEQ crossing requirements are met 232 Item 18. Please show fire hydrant locations on profile 233 Item 18. 234 Item 18. 235 Item 18. 236 Item 18. 237 Item 18. 238 Item 18. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of Sanger High School, being 55.886 acres, located in the City of Sanger, and generally located on the southeast corner of the intersection of FM 455 and Indian Lane. SUMMARY: The applicant proposes to create 1 lot from 4 unplatted tracts to develop on this site. This site is located on the southeast corner of FM 455 and Indian Lane. This is the site of the current Sanger High School. This site currently has the existing Sanger High School, Indian Stadium football field and track, softball field, baseball field, and tennis courts. The school district is planning to build a new high school on the open land. The current high school will become the middle school. They will add new parking, locker rooms and concession stand, and move the existing tennis courts. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL on the condition all comments have not been satisfied. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 239 Item 19. 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 1/8/2025 4:37:02 PM Location Map 24SANZON-0050 Sanger High School Final Plat 240 Item 19. I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) PASSING AT 46.94' MAG NAIL W/ SHINER "ARC RPLS 6484" SET MAG NAIL W/ SHINER "ARC RPLS 6484" SET IN D I A N L A N E (1 0 0 ' P U B L I C R I G H T - O F - W A Y ) UTILITY EASEMENT DOCUMENT NO. 1841-676 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 671 . 6 ' Z O N E " A " Z O N E " X " Z O N E " X " Z O N E " A " 1/2" CIRS "RPLS 6484" LOT 1, BLOCK A 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' REMAINDER OF A CALLED 24.900 ACRE TRACT MARION HILLS APARTMENTS, LLC DOCUMENT NO. 2017-48293 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 1/2" CIRS "RPLS 6484" P.O.B. 1/2" CIRF (ILLEGIBLE) N:7182395.36 E:2378501.74 1/2" IRF (DISTURBED) BRS. N 71°23' W 2.4' FROM CORNER 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 100 ' R . O . W . I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) 100 ' R . O . W . 50' B U I L D I N G L I N E 50 ' 25 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25' 10 0 ' ZONE "A" ZONE "X" ZO N E " A " ZO N E " X " 5 0 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 78,224 SQ. FT. 1.796 ACRE DRAINAGE EASEMENT (BY THIS PLAT) PROPOSED DETENTION AREA 1/2" CIRS "RPLS 6484" (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) S 0 2 ° 3 6 ' 3 3 " W 1 , 0 1 3 . 0 5 ' S 4 5 ° 0 5 ' 5 8 " W 1 4 8 . 0 5 ' S 0 2 ° 3 6 ' 3 3 " W 6 4 3 . 7 2 ' ∆ = 2 7°1 7'2 1", R = 5 5 0 . 0 0 ', L = 2 6 1 . 9 6 ' C H = N 4 8 ° 4 3'5 9 " W 25 9 . 4 9 ' ∆ = 1 8 ° 1 9'2 8 ", R = 1, 4 5 0.0 0', L = 4 6 3.7 4' C H = N 5 3 °1 2'5 6" W 4 6 1.7 7' N 4 4 ° 0 2 ' 4 6 " W 1 , 3 7 9 . 0 5 ' S 56°03'18" W 62.24' N 89°52'12" W 12.12' 15' UTILITY EASEMENT (BY THIS PLAT) C E N T E R L I N E O F R O A D ±35 ' ±65 ' ±3 5 ' ±6 5 ' C E N T E R L I N E O F R O A D EMERGENCY SPILLWAY W 9 W1 0 W11 W12 W 1 3 W1 4 W15 W1 6 W17 W1 8 W19 W20 W21 W2 2 W23 W24 W 3 8 W39 W4 0 W41 W4 2 W43 W44 W 4 5 D2 DC2 D 1 DC1 D1 2 D11 D1 0 D C 8D9D8 DC7D7DC6 D6 D C 5 D5DC4 D4 D3 D C 3 60.0' 10' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T. TXDOT RIGHT-OF-WAY DEDICATION (3.1300 ACRES) DOCUMENT NO. 2004-1455888 O.R.D.C.T. TXDOT RIGHT-OF-WAY DOCUMENT NO. 2019-14545 M A T C H L I N E S E E S H E E T 2 0 60 120 SCALE: 1" = 60' VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 1 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = RIGHT-OF-WAY = POINT OF BEGINNING = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE R.O.W. P.O.B. LEGEND 241 Item 19. REMAINDER OF A CALLED 84.5014 ACRE TRACT SANGER TOWN CENTER LLC DOCUMENT NO. 2017-48301 O.R.D.C.T. REMAINDER OF A CALLED 24.900 ACRE TRACT MARION HILLS APARTMENTS, LLC DOCUMENT NO. 2017-48293 O.R.D.C.T. TXDOT RIGHT-OF-WAY DEDICATION (0.9948 ACRES) DOCUMENT NO. 2019-14545 O.R.D.C.T. FM 4 5 5 W (VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) TXDOT RIGHT-OF-WAY DEDICATION ( 0.0886 ACRES) DOCUMENT NO. 2018-113529 O.R.D.C.T. 1/2" CIRF "TXDOT" MAG NAIL SET IN ROCK 5/8" CIRF "TXDOT" 5/8" CIRF "TXDOT" PASSING AT 231.51; 5/8" CIRF "TXDOT" N 02°38'50" E 19.72' UTILITY EASEMENT DOCUMENT NO. 1841-676 O.R.D.C.T. 1/2" CIRS "RPLS 6484" 1/2" CIRF "OCJ COWAN & ASSOC" 1/2" IRF 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) 100 ' R . O . W . 5 0 ' 5 0 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25' 25 ' B U I L D I N G L I N E 50' B U I L D I N G L I N E 5 0 ' 15 ' U T I L I T Y E A S E M E N T ( P E R S I T E P L A N ) LOT 1, BLOCK A 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' TXDOT RIGHT-OF-WAY DEDICATION (1.1476 ACRES) DOCUMENT NO. 2019-14514 O.R.D.C.T. 5/8" CIRF "TXDOT" DRAINAGE EASEMENT DOCUMENT NO. 2019-14546 WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. ZONE "A" ZONE "X" ZO N E " A " ZO N E " X " 25 ' B U I L D I N G L I N E 15 ' U T I L I T Y E A S E M E N T ( B Y T H I S P L A T ) 25.0' 15.0' 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 24' FIRELANE EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) S 0 2 ° 3 6 ' 3 3 " W 5 9 5 . 7 7 ' S 87°23'27" E 150.00' S 0 2 ° 3 6 ' 3 3 " W 1 , 0 1 3 . 0 5 ' N 44°02'46" W 12.74' N 4 5 ° 5 7 ' 1 4 " E 2 9 0 . 0 2 ' S 43°49'38" E 10.75' N 4 5 ° 5 7 ' 0 3 " E 2 9 1 . 5 6 ' ∆=4 0 °1 7 '0 6 ",R =1 ,9 3 0 .0 0 ',L =1 3 5 6 .9 9 ' C H =N 6 6 °0 5 '1 0 "E 1 3 2 9 .2 1 ' N 45°57'03" E 18.42' 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) FIRELANE EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) C E N T E R L I N E O F R O A D ±35 ' ±65 ' CEN T E R L I N E O F R O A D ± 4 5 ' ± 5 5 ' 1 5 . 0 ' 50' B U I L D I N G L I N E F C 1 F2FC2 F3 F4 F5 F C 3 F6 F C 4 F7 F C 5 F8 F C 6 FC7 F 1 1 F12 F C 8 F1 4 F C 9 F15 F C 10 F 1 6 F C 1 1 F 1 7 FC12 F18 F19 F20 F21 F C 1 3 F22 F C 1 4 F2 3 F C 15 F1 F2 4 F C 16 F25 F2 6 F27 F C 1 7 F2 8 F C 1 8 F29 F C 1 9 F3 0 F C 2 0 F31 F C 2 1 F3 2 F C 2 2 F 3 3 F C 23 F34 F35 FC 2 4 F3 6 F37 F3 8 FC 2 5 F C 2 6 F39 F C 2 7 W59 W60 W61 W62 W6 3 W64 W65 W 6 6 W 6 7 W68 W69 W70 W71 W 7 2 W1 W2 W3 W4 W5 W6W7 W8 W 9 W1 0 W11 W12 W 1 3 W1 4 W15 W1 6 W17 W1 8 W19 W20 W21 W2 2 W23 W24 W2 5 W26 W2 7 W28 W2 9 W30W3 1 W32 W33 W34 W3 5 W36 W3 7 W 3 8 W39 W4 0 W41 W4 2 W43 W44 W 4 5 W4 6 W47 W 4 8 W4 9 W50 W51 W52 W5 3 W 5 4 W5 5 W56 W5 7 W58 W116 W117 W118 W119 W120 W121 W122 W123 W124 W7 3 W74 W7 5 W76 W7 7 W78 W7 9 W80 W8 1 W82 W8 3 W84 W8 5 W86 W8 7 W88 W8 9 W90 W9 1 W92 W9 3 W94 W9 5 W 9 6 W9 7 W98 W9 9 W100 W1 0 1 W10 2 W103 W104 W105 W106 W1 0 7 W108 W1 0 9 W110 W1 1 1 W112 W1 1 3 W114 W1 1 5 W1 2 8 W129 W130 W131 W1 3 2 W133 W1 2 5 W12 6W127 F9 UTILITY EASEMENT DOCUMENT NO. 2018-32665 O.R.D.C.T. F10 F 1 3 15'x15' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T. 10' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T.TXDOT RIGHT-OF-WAY DEDICATION ( 0.0200 ACRES) DOCUMENT NO. 2019-14545 O.R.D.C.T. M A T C H L I N E S E E S H E E T 1 0 60 120 SCALE: 1" = 60' = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = RIGHT-OF-WAY = POINT OF BEGINNING = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE R.O.W. P.O.B. LEGEND VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 2 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com 242 Item 19. LINE TABLE FIRE LANE LINE # F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 F33 F34 F35 F36 F37 F38 F39 BEARING S02°36'04"W N88°28'28"W N89°13'22"W N00°44'28"E S89°13'22"E S88°28'28"E N16°26'18"E N88°24'14"W S01°35'51"W S45°26'36"W N43°42'19"W N45°41'40"E S44°18'20"E N01°36'13"E N79°54'17"W N31°22'12"W S31°22'12"E N60°41'13"E N62°43'41"E N68°13'15"E N64°16'51"E S88°24'09"E N02°36'04"E S02°36'04"W N88°24'09"W S01°35'51"W S88°24'09"E S02°36'04"W N88°28'28"W N16°26'18"E N88°24'14"W N01°36'13"E N43°24'09"W N62°43'41"E N68°13'15"E S01°35'51"W S88°24'09"E N01°35'51"E S88°24'09"E DISTANCE 965.97' 534.80' 2.00' 83.97' 2.00' 112.85' 105.59' 166.83' 40.61' 2.00' 160.15' 2.00' 41.74' 417.40' 68.58' 47.51' 16.48' 75.24' 42.34' 52.85' 83.31' 426.76' 145.87' 22.71' 110.73' 24.00' 109.26' 626.22' 335.02' 83.16' 166.40' 377.78' 34.29' 41.19' 42.50' 72.70' 24.00' 115.27' 425.29' CURVE TABLE FIRE LANE CURVE # FC1 FC2 FC3 FC4 FC5 FC6 FC7 FC8 FC9 FC10 FC11 FC12 FC13 FC14 FC15 FC16 FC17 FC18 FC19 FC20 FC21 FC22 FC23 FC24 FC25 FC26 FC27 ARC LENGTH 83.81' 47.42' 48.05' 39.32' 54.12' 47.12' 23.94' 70.21' 42.68' 47.44' 24.00' 49.12' 66.47' 46.60' 24.21' 46.60' 47.65' 46.56' 54.93' 98.47' 47.13' 42.42' 55.57' 59.36' 34.29' 55.59' 47.65' RADIUS 54.00' 30.00' 29.99' 30.00' 28.92' 30.00' 30.04' 30.00' 30.00' 56.00' 1930.00' 32.00' 154.00' 30.00' 1930.00' 30.00' 30.00' 30.00' 30.00' 52.92' 30.00' 54.00' 30.00' 30.00' 30.00' 130.00' 30.00' DELTA ANGLE 88°55'28" 90°33'25" 91°49'09" 75°05'14" 107°14'37" 89°59'56" 45°38'55" 134°05'27" 81°30'29" 48°32'05" 0°42'45" 87°56'35" 24°43'52" 88°59'47" 0°43'07" 88°59'47" 91°00'13" 88°55'28" 104°54'46" 106°37'02" 90°00'27" 45°00'22" 106°07'50" 113°22'36" 65°29'51" 24°30'09" 91°00'13" CHORD BEARING S47°03'48"W S46°19'08"W S44°51'43"E N53°58'55"E N36°49'58"W S46°35'48"W S21°13'18"E N68°38'56"E N39°09'02"W N55°38'14"W N59°00'06"E S75°20'29"E N79°13'55"E N47°05'57"E N85°07'48"E S47°05'57"W S42°54'03"E S47°03'48"W N36°01'05"W N36°36'40"W N43°24'00"W N20°53'58"W N09°39'46"E S55°05'27"E N34°20'46"E N79°20'46"E S42°54'03"E CHORD LENGTH 75.65' 42.63' 43.07' 36.56' 46.56' 42.43' 23.31' 55.25' 39.17' 46.03' 24.00' 44.44' 65.96' 42.05' 24.21' 42.05' 42.80' 42.03' 47.57' 84.86' 42.43' 41.34' 47.96' 50.14' 32.46' 55.17' 42.80' LINE TABLE WATER EASEMENT LINE # W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33 W34 W35 W36 W37 W38 W39 W40 W41 W42 W43 W44 W45 W46 W47 W48 W49 W50 BEARING S02°48'26"W S87°37'58"E S02°22'02"W N87°37'58"W S02°48'26"W S48°50'32"W N88°29'02"W S01°44'41"W S44°36'24"E S01°25'07"W S39°18'58"W N88°16'11"W N44°36'24"W N00°47'42"E S88°10'14"E S00°47'42"W S88°16'11"E N01°25'07"E N88°19'16"W S00°51'05"W N89°08'55"W N00°51'05"E N50°33'33"E S88°19'16"E N01°44'41"E N88°29'02"W S01°32'23"W N88°27'37"W N01°32'23"E N88°29'02"W S01°32'23"W N88°27'37"W S01°32'23"W N88°27'37"W N01°32'23"E N88°29'02"W S01°20'00"W S44°20'30"E S88°32'48"E N02°12'43"E S87°47'17"E S02°12'43"W S45°23'25"W N88°32'48"W N44°20'30"W N01°20'00"E N88°29'02"W N44°20'30"W N01°32'16"E N53°08'10"E DISTANCE 572.30' 15.21' 15.00' 15.32' 395.31' 12.54' 200.16' 113.43' 13.50' 72.15' 10.44' 61.39' 10.00' 31.35' 15.00' 23.23' 45.09' 57.35' 54.58' 0.73' 15.00' 10.72' 7.94' 53.93' 115.78' 13.31' 17.33' 15.00' 17.32' 306.71' 18.46' 9.74' 8.07' 15.00' 26.52' 23.92' 187.40' 0.28' 59.07' 48.20' 15.00' 55.14' 10.92' 72.49' 12.69' 193.77' 17.13' 12.89' 76.59' 8.72' LINE TABLE WATER EASEMENT LINE # W51 W52 W53 W54 W55 W56 W57 W58 W59 W60 W61 W62 W63 W64 W65 W66 W67 W68 W69 W70 W71 W72 W73 W74 W75 W76 W77 W78 W79 W80 W81 W82 W83 W84 W85 W86 W87 W88 W89 W90 W91 W92 W93 W94 W95 W96 W97 W98 W99 W100 BEARING N00°00'00"E N41°05'16"W N01°29'55"E N43°51'04"W N01°35'52"E N46°25'15"E N01°30'03"E N26°17'49"W N64°38'29"E S26°17'49"E S01°30'03"W S88°24'35"E N02°48'26"E N47°23'33"W S81°28'03"W N62°19'35"W N15°06'31"W N77°06'13"E S15°06'31"E S62°19'35"E N81°28'03"E S47°23'33"E S02°48'26"W N87°25'37"W S02°34'23"W S87°25'37"E S02°48'26"W N88°30'14"W S01°29'46"W S88°30'14"E S02°48'26"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°29'55"E N43°51'04"W N01°35'52"E S88°13'56"E N01°46'04"E N88°13'56"W DISTANCE 6.59' 9.74' 192.59' 26.76' 148.17' 26.62' 327.98' 0.81' 15.00' 4.28' 0.95' 637.67' 171.13' 5.45' 244.87' 20.11' 7.51' 15.01' 0.38' 8.65' 247.14' 19.66' 169.32' 16.73' 15.00' 16.67' 151.67' 64.97' 15.00' 64.63' 256.13' 111.23' 29.47' 15.00' 29.40' 135.56' 29.65' 15.00' 29.57' 135.08' 32.58' 15.00' 32.50' 196.62' 112.24' 26.75' 23.82' 18.40' 15.00' 18.44' LINE TABLE WATER EASEMENT LINE # W101 W102 W103 W104 W105 W106 W107 W108 W109 W110 W111 W112 W113 W114 W115 W116 W117 W118 W119 W120 W121 W122 W123 W124 W125 W126 W127 W128 W129 W130 W131 W132 W133 BEARING N01°35'52"E N46°25'15"E N01°30'03"E S88°29'36"E N01°30'24"E S88°24'09"E N01°35'51"E N88°24'09"W S01°35'51"W N88°24'09"W N01°30'03"E S88°24'09"E N01°35'51"E N88°24'09"W N01°30'03"E S88°24'35"E S01°18'27"W S88°41'33"E N01°18'27"E S88°24'35"E S01°15'05"W S88°44'55"E N01°15'05"E S88°24'35"E S02°48'26"W S48°50'32"W N88°29'02"W N01°32'16"E N53°08'10"E N00°00'00"E N41°05'16"W N01°29'55"E S88°27'39"E DISTANCE 96.88' 26.63' 3.37' 13.20' 3.59' 240.94' 70.86' 15.00' 55.86' 239.16' 121.56' 12.56' 15.00' 12.59' 163.40' 146.63' 3.53' 15.00' 3.46' 275.09' 2.53' 15.00' 2.44' 185.60' 160.95' 0.30' 619.36' 63.31' 8.97' 19.71' 9.51' 65.77' 623.14' LINE TABLE DRAINAGE EASEMENT LINE # D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 BEARING S52°03'05"E S23°59'23"W N88°24'09"W N01°35'51"E N88°24'09"W N01°35'51"E N88°24'09"W S01°35'51"W N88°24'09"W N02°36'33"E N47°14'18"E N03°18'09"E DISTANCE 326.64' 156.87' 136.54' 13.00' 19.00' 17.00' 23.68' 8.74' 96.16' 40.07' 139.76' 148.81' CURVE TABLE DRAINAGE EASEMENT CURVE # DC1 DC2 DC3 DC4 DC5 DC6 DC7 DC8 ARC LENGTH 21.75' 13.27' 11.80' 1.57' 47.12' 1.57' 1.57' 15.88' RADIUS 10.00' 10.00' 10.00' 1.00' 30.00' 1.00' 1.00' 10.00' DELTA ANGLE 124°38'46" 76°02'28" 67°36'28" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 91°00'43" CHORD BEARING N65°37'32"E S14°01'51"E S57°47'37"W N43°24'09"W N43°24'09"W N43°24'09"W S46°35'51"W N42°53'48"W CHORD LENGTH 17.71' 12.32' 11.13' 1.41' 42.43' 1.41' 1.41' 14.27' VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 3 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com 243 Item 19. VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 4 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com OWNER'S ACKNOWLEDGEMENT AND DEDICATION STATE OF TEXAS COUNTY OF DENTON WHEREAS, SANGER INDEPENDENT SCHOOL DISTRICT, IS THE OWNER OF A TRACT OF LAND SITUATED IN THE R. BEBEE SURVEY, ABSTRACT NUMBER 29, DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: All that certain 55.886 acre tract of land in the R. Bebee Survey, Abstract No. 29, Denton County, Texas and being the remainder of a called 35.000 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Volume 1841, Page 662 of the Deed Records of said county, being the remainder of a called 23.440 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Volume 1841, Page 722 of said Deed Records, being all of a called 3.728 acre tract of land described in a Special Warranty Deed to Sanger Independent School District, recorded in Document Number 2022-160016 of the Official Public Records of said county, and being all of a called 0.772 acre tract of land described in a Special Warranty Deed to Sanger Independent School District, recorded in Document Number 2022-160016 of said Official Public Records and said 55.886 acre tract of land being more particularly described as follows: BEGINNING at a 1/2 inch iron rebar with a plastic cap found for the southeast corner of said 35.000 acre tract, the southwest corner of said 3.728 acre tract and in the west line of a called 24.900 acre tract of land described in a Warranty Deed to Marion Hills Apartments, LLC, recorded in Document No. 2017-48293 of the Official Public Records of said county; THENCE North 89°52'12” West, with the south line of said 35.000 acre tract, a distance of 12.12 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set in the northeast right-of-way line of Indian Lane, a 100 foot wide public right-of-way, and the beginning of a non-tangent curve to the left, with a radius of 550.00 feet and a chord which bears North 48°43'59” West, a distance of 259.49 feet, from which a 1/2 inch iron rebar (disturbed) bears North 71°23' West, a distance of 2.4 feet from said corner; THENCE with the northeast right-of-way line of said Indian Trail, the following courses and distances; Along said curve to the left, with a central angle of 27°17'21” and an arc length of 261.96 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a reverse curve to the right, with a radius of 1,450.00 feet and a chord which bears North 53°12'56” West, a distance of 461.77 feet; Along said curve to the right, with a central angle of 18°19'28” and an arc length of 463.74 feet to a mag nail with a shiner stamped “ARC RPLS 6484” set for corner; North 44°02'46” West, passing at a distance of 46.94 feet, a mag nail with a shiner stamped “ARC RPLS 6484” set for the common corner of said 35.000 acre tract and said 23.440 acre tract, in all, a total distance of 1,379.05 feet to a mag nail set in a rock at the intersection of said northeast right-of-way line of said Indian Lane and the southeast right-of-way line of Farm to Market 455 West (FM 455 W), a variable width public right-of-way; THENCE with the southeast right-of-way of said FM 455 W, the following courses and distances; North 45°57'03” East, a distance of 18.42 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; North 44°02'46” West, a distance of 12.74 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; North 45°57'14” East, a distance of 290.02 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; South 43°49'38” East, a distance of 10.75 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found corner; North 45°57'03” East, passing at a distance of 231.51 feet, to a 5/8 inch iron rebar with a cap stamped “TXDOT” found, in all, a total distance of 291.56 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for the beginning of a curve to the right, with a radius of 1,930.00 feet and a chord which bears North 66°05'03” East, a distance of 1,329.21 feet; Along said curve to the right, with a central angle of 40°17'06” and an arc length of 1,356.99 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner in the west line of a called 84.5014 acre tract of land described in a Warranty Deed to Sanger Town Center LLC, recorded in Document No. 2017-48301 of said Official Public Records, from which a 1/2 inch iron rebar found bears North 02°41'47” East, a distance of 19.72 feet; THENCE South 02°36'33” West, with the common line of said 35.000 acre tract and said 85.5014 acre tract, a distance of 595.77 feet to a 1/2 inch iron rebar with a cap stamped “OCJ Cowan & Assoc” found for the northwest corner of said 0.772 acre tract; THENCE South 87°23'27” East, with the north line of said 0.772 acre tract, a distance of 150.00 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 02°36'33” West, with the east line of said 0.772 acre tract and the east line of said 3.728 acre tract, a distance of 1,013.05 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 45°05'58” West, continuing with said east line of the 3.728 acre tract, a distance of 148.05 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 02°36'33” West, continuing with said east line of the 3.728 acre tract, a distance of 643.72 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southeast corner of said 3.728 acre tract; THENCE South 56°03'18” West, with the southeast line of sa 3.728 acre tract, a distance of 62.24 feet to the POINT OF BEGINNING and containing 55.886 acres (2,434,412 square feet) of land. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as Lot 1, Block A, Sanger High School, 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 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 ___________________________________, Kelly Teems, Authorized Representative of Sanger Independent School District State of Texas County of Denton Before me, the undersigned authority, on this day personally appeared, known tome 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 My commission expires ___________________________ NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the HO/property owner. Any common area within the city's right-of-way will require a facilities agreement, to be reviewed and approved by the city. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, and resides in Flood Zone "A", being a special flood hazard area subject to inundation by the 1% annual chance flood and does nor have a determined base flood elevation, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to make 1 lot out of 55.886 acres. 11.The subject property has a total of 503 existing parking spaces (488 regular and 15 handicap). There are 813 more proposed parking spaces (791 regular and 22 handicap). City of Sanger Ordinances requires 1 parking space for each 4 seats in the auditorium or main assembly room and 1 space for each classroom. APPROVED FOR PREPARATION OF FINAL PLAT ________________________________________________________ City of Sanger, TX Date Planning & Zoning Commission APPROVED & ACCEPTED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by _______________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies TITLE INFORMATION: PERMANENT 15' WATERLINE EASEMENT VOLUME 4863, PAGE 01573 CITY OF SANGER PLOTTABLE, AS SHOWN UTILITY EASEMENT DOCUMENT #2018-32665 NORTEX COMMUNICATIONS COMPANY PLOTTABLE, AS SHOWN PERPETUAL WATER LINE EASEMENT DOCUMENT #2006-120223 THE CITY OF SANGER PLOTTABLE, AS SHOWN EASEMENT VOLUME 339, PAGE 131 DENTON COUNTY ELECTRIC CO-OPERATIVE, INC. EASEMENT FOREVER TO ENTER UPON THE PROPERTY, WITHIN A RIGHT OF WAY NOT EXCEEDING 2 FEET IN WIDTH, TO CONSTRUCT, OPERATE, MAINTAIN, PATROL, INSPECT, SERVICE, REPAIR, REMOVE, RELOCATE AND RECONSTRUCT, UPON, ALONG, ACROSS, OVER AND UNDER PROPERTY, A LINE OR LINES FOR THE TRANSMISSION OR DISTRIBUTION OF ELECTRIC ENERGY. BLANKET EASEMENT VOLUME 339, PAGE 132 DENTON COUNTY ELECTRIC CO-OPERATIVE, INC. EASEMENT TO PLACE, CONSTRUCT, OPERATE, REPAIR, MAINTAIN, RELOCATE AND REPLACE THEREON AND IN OR UPON ALL STREETS, ROADS OR HIGHWAYS ABUTTING SAID LAND, AN ELECTRIC TRANSMISSION OR DISTRIBUTION LINE OR SYSTEM, INCLUDING THE RIGHT TO CUT AND TRIM TREES TO THE EXTENT NECESSARY TO KEEP THEM CLEAR OF SAID ELECTRIC LINE OR SYSTEM AND TO CUT DOWN FROM TIME TO TIME ALL DEAD, WEAK, LEANING OR DANGEROUS TRESS THAT ARE TALL ENOUGH TO STRIKE THE WIRES IN FALLING. BLANKET UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 RECORDING INFORMATION SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 20____ . ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES _________________________________ 244 Item 19. 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 Anthony Crowley Crowley Pipeline & Land Surveying 117 West Archer Street Jacksboro, TX 76458 469-850-CPLS(2757) acrowley@crowleysurveying.com Sanger Independent School District 601 Elm Street Sanger, TX 76266 940-458-7438 kteems66@gmail.com Anthony Crowley December 18, 2024 Kelly Teems PID 132465, 132509, 1012743, 1012179 245 Item 19. SANGER HIGH SCHOOL – LETTER OF INTENT SUBDIVIDER’S NAME AND ADDRESS Sanger Independent School District 601 Elm Street Sanger, TX 76266 CONTACT INFORMATION OF PERSON(S) PREPARING THE SUBMITTED DOCUMENTS Anthony Crowley 1-940-229-1172 acrowley@crowleysurveying.com DESIGNATED POINT OF CONTACT FOR FUTURE CORRESPNDENCE Kelly Teems 1-940-458-7438 kteems66@gmail.com INTENT OF THE PLAT APPLICATION The purpose of the subdivision plat is to make a lot out of an unplatted property and dedicate easements and right-of-way. BREIF DESCRIPTION OF THE LOACTION, LAND AREA, PARTICULARS AS TO THE INTEDED USE(S) OF THE PROPERTY, AND ANY INTENDED FUTURE DEVELOPMENT ON THE PROPERTY 55.886 acres in the R. Bebee Survey, Abstract No. 29, City of Sanger, Denton County, Texas. Intended easements are for utility purposes and the site itself is educational. A REQUEST THAT THE PLAT BE REVIEWED AND CONSIDERED BY THE APPROPIATE APPROVAL BODY 246 Item 19. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/18/24 1st REVIEW COMMENTS – Final Plat – Sanger High School The request is for a Final Plat of Sanger High School, being approximately 55.886 acres in the R. BEBEE SURVEY, ABSTRACT NO. 29, prepared by Crowley Surveying, submitted on 12/18/24. 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. You have two different places for the Planning and Zoning Chairman to sign. Only need one. 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, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 247 Item 19. 2601 Meacham Blvd., Suite 600, Fort Worth, TX 76137 | halff.com January 07, 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: Sanger High School Final Plat - Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Final Plat for Sanger High School. This submittal was prepared by Crowley Surveying and was received on December 19, 2024. General Comments 1. 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. 2. Please note additional comments may be provided in subsequent reviews once additional data/responses is received. Final Plat 1. Denton County requires 30’ interior radius and 50’ exterior radius on all fire lanes. Please verify all radii in fire lane configuration. 2. Please include the pond maintenance agreement statement to the final plat notes. 3. Please provide ownership information for adjacent properties south of platted area. 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 248 Item 19. I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) PASSING AT 46.94' MAG NAIL W/ SHINER "ARC RPLS 6484" SET MAG NAIL W/ SHINER "ARC RPLS 6484" SET IN D I A N L A N E (1 0 0 ' P U B L I C R I G H T - O F - W A Y ) UTILITY EASEMENT DOCUMENT NO. 1841-676 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 671 . 6 ' Z O N E " A " Z O N E " X " Z O N E " X " Z O N E " A " 1/2" CIRS "RPLS 6484" LOT 1, BLOCK A 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' REMAINDER OF A CALLED 24.900 ACRE TRACT MARION HILLS APARTMENTS, LLC DOCUMENT NO. 2017-48293 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 1/2" CIRS "RPLS 6484" P.O.B. 1/2" CIRF (ILLEGIBLE) N:7182395.36 E:2378501.74 1/2" IRF (DISTURBED) BRS. N 71°23' W 2.4' FROM CORNER 1/2" CIRS "RPLS 6484" 1/2" CIRS "RPLS 6484" 100 ' R . O . W . I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) 100 ' R . O . W . 50' B U I L D I N G L I N E 50 ' 25 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25' 10 0 ' ZONE "A" ZONE "X" ZO N E " A " ZO N E " X " 5 0 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 78,224 SQ. FT. 1.796 ACRE DRAINAGE EASEMENT (BY THIS PLAT) PROPOSED DETENTION AREA 1/2" CIRS "RPLS 6484" (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) S 0 2 ° 3 6 ' 3 3 " W 1 , 0 1 3 . 0 5 ' S 4 5 ° 0 5 ' 5 8 " W 1 4 8 . 0 5 ' S 0 2 ° 3 6 ' 3 3 " W 6 4 3 . 7 2 ' ∆ = 2 7°1 7'2 1", R = 5 5 0 . 0 0 ', L = 2 6 1 . 9 6 ' C H = N 4 8 ° 4 3'5 9 " W 25 9 . 4 9 ' ∆ = 1 8 ° 1 9'2 8 ", R = 1, 4 5 0.0 0', L = 4 6 3.7 4' C H = N 5 3 °1 2'5 6" W 4 6 1.7 7' N 4 4 ° 0 2 ' 4 6 " W 1 , 3 7 9 . 0 5 ' S 56°03'18" W 62.24' N 89°52'12" W 12.12' 15' UTILITY EASEMENT (BY THIS PLAT) C E N T E R L I N E O F R O A D ±35 ' ±65 ' ±3 5 ' ±6 5 ' C E N T E R L I N E O F R O A D EMERGENCY SPILLWAY W 9 W1 0 W11 W12 W 1 3 W1 4 W15 W1 6 W17 W1 8 W19 W20 W21 W2 2 W23 W24 W 3 8 W39 W4 0 W41 W4 2 W43 W44 W 4 5 D2 DC2 D 1 DC1 D1 2 D11 D1 0 D C 8D9D8 DC7D7DC6 D6 D C 5 D5DC4 D4 D3 D C 3 60.0' 10' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T. TXDOT RIGHT-OF-WAY DEDICATION (3.1300 ACRES) DOCUMENT NO. 2004-1455888 O.R.D.C.T. TXDOT RIGHT-OF-WAY DOCUMENT NO. 2019-14545 M A T C H L I N E S E E S H E E T 2 0 60 120 SCALE: 1" = 60' VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 1 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = RIGHT-OF-WAY = POINT OF BEGINNING = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE R.O.W. P.O.B. LEGEND 249 Item 19. REMAINDER OF A CALLED 84.5014 ACRE TRACT SANGER TOWN CENTER LLC DOCUMENT NO. 2017-48301 O.R.D.C.T. REMAINDER OF A CALLED 24.900 ACRE TRACT MARION HILLS APARTMENTS, LLC DOCUMENT NO. 2017-48293 O.R.D.C.T. TXDOT RIGHT-OF-WAY DEDICATION (0.9948 ACRES) DOCUMENT NO. 2019-14545 O.R.D.C.T. FM 4 5 5 W (VA R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) TXDOT RIGHT-OF-WAY DEDICATION ( 0.0886 ACRES) DOCUMENT NO. 2018-113529 O.R.D.C.T. 1/2" CIRF "TXDOT" MAG NAIL SET IN ROCK 5/8" CIRF "TXDOT" 5/8" CIRF "TXDOT" PASSING AT 231.51; 5/8" CIRF "TXDOT" N 02°38'50" E 19.72' UTILITY EASEMENT DOCUMENT NO. 1841-676 O.R.D.C.T. 1/2" CIRS "RPLS 6484" 1/2" CIRF "OCJ COWAN & ASSOC" 1/2" IRF 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. I N D I A N L A N E ( 1 0 0 ' P U B L I C R I G H T - O F - W A Y ) 100 ' R . O . W . 5 0 ' 5 0 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25' 25 ' B U I L D I N G L I N E 50' B U I L D I N G L I N E 5 0 ' 15 ' U T I L I T Y E A S E M E N T ( P E R S I T E P L A N ) LOT 1, BLOCK A 55.886 ACRES (2,434,412 SQUARE FEET) SANGER INDEPENDENT SCHOOL DISTRICT MIN. FFE: 674.60' TXDOT RIGHT-OF-WAY DEDICATION (1.1476 ACRES) DOCUMENT NO. 2019-14514 O.R.D.C.T. 5/8" CIRF "TXDOT" DRAINAGE EASEMENT DOCUMENT NO. 2019-14546 WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. WATERLINE EASEMENT DOCUMENT NO. 2006-120223 O.R.D.C.T. ZONE "A" ZONE "X" ZO N E " A " ZO N E " X " 25 ' B U I L D I N G L I N E 15 ' U T I L I T Y E A S E M E N T ( B Y T H I S P L A T ) 25.0' 15.0' 15' WATER EASEMENT DOCUMENT NO. 4863-1573 O.R.D.C.T. 24' FIRELANE EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) 15' WATER EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) S 0 2 ° 3 6 ' 3 3 " W 5 9 5 . 7 7 ' S 87°23'27" E 150.00' S 0 2 ° 3 6 ' 3 3 " W 1 , 0 1 3 . 0 5 ' N 44°02'46" W 12.74' N 4 5 ° 5 7 ' 1 4 " E 2 9 0 . 0 2 ' S 43°49'38" E 10.75' N 4 5 ° 5 7 ' 0 3 " E 2 9 1 . 5 6 ' ∆=4 0 °1 7 '0 6 ",R =1 ,9 3 0 .0 0 ',L =1 3 5 6 .9 9 ' C H =N 6 6 °0 5 '1 0 "E 1 3 2 9 .2 1 ' N 45°57'03" E 18.42' 24' FIRELANE EASEMENT (BY THIS PLAT) 24' FIRELANE EASEMENT (BY THIS PLAT) FIRELANE EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT (BY THIS PLAT) C E N T E R L I N E O F R O A D ±35 ' ±65 ' CEN T E R L I N E O F R O A D ± 4 5 ' ± 5 5 ' 1 5 . 0 ' 50' B U I L D I N G L I N E F C 1 F2FC2 F3 F4 F5 F C 3 F6 F C 4 F7 F C 5 F8 F C 6 FC7 F 1 1 F12 F C 8 F1 4 F C 9 F15 F C 10 F 1 6 F C 1 1 F 1 7 FC12 F18 F19 F20 F21 F C 1 3 F22 F C 1 4 F2 3 F C 15 F1 F2 4 F C 16 F25 F2 6 F27 F C 1 7 F2 8 F C 1 8 F29 F C 1 9 F3 0 F C 2 0 F31 F C 2 1 F3 2 F C 2 2 F 3 3 F C 23 F34 F35 FC 2 4 F3 6 F37 F3 8 FC 2 5 F C 2 6 F39 F C 2 7 W59 W60 W61 W62 W6 3 W64 W65 W 6 6 W 6 7 W68 W69 W70 W71 W 7 2 W1 W2 W3 W4 W5 W6W7 W8 W 9 W1 0 W11 W12 W 1 3 W1 4 W15 W1 6 W17 W1 8 W19 W20 W21 W2 2 W23 W24 W2 5 W26 W2 7 W28 W2 9 W30W3 1 W32 W33 W34 W3 5 W36 W3 7 W 3 8 W39 W4 0 W41 W4 2 W43 W44 W 4 5 W4 6 W47 W 4 8 W4 9 W50 W51 W52 W5 3 W 5 4 W5 5 W56 W5 7 W58 W116 W117 W118 W119 W120 W121 W122 W123 W124 W7 3 W74 W7 5 W76 W7 7 W78 W7 9 W80 W8 1 W82 W8 3 W84 W8 5 W86 W8 7 W88 W8 9 W90 W9 1 W92 W9 3 W94 W9 5 W 9 6 W9 7 W98 W9 9 W100 W1 0 1 W10 2 W103 W104 W105 W106 W1 0 7 W108 W1 0 9 W110 W1 1 1 W112 W1 1 3 W114 W1 1 5 W1 2 8 W129 W130 W131 W1 3 2 W133 W1 2 5 W12 6W127 F9 UTILITY EASEMENT DOCUMENT NO. 2018-32665 O.R.D.C.T. F10 F 1 3 15'x15' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T. 10' COSERV EASEMENT DOC. #2024-108397 O.P.R.D.C.T.TXDOT RIGHT-OF-WAY DEDICATION ( 0.0200 ACRES) DOCUMENT NO. 2019-14545 O.R.D.C.T. M A T C H L I N E S E E S H E E T 1 0 60 120 SCALE: 1" = 60' = MONUMENT FOUND (AS NOTED) = MONUMENT SET (AS NOTED) = MONUMENT NOT FOUND OR SET = RIGHT-OF-WAY = POINT OF BEGINNING = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE R.O.W. P.O.B. LEGEND VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 2 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com 250 Item 19. LINE TABLE FIRE LANE LINE # F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 F16 F17 F18 F19 F20 F21 F22 F23 F24 F25 F26 F27 F28 F29 F30 F31 F32 F33 F34 F35 F36 F37 F38 F39 BEARING S02°36'04"W N88°28'28"W N89°13'22"W N00°44'28"E S89°13'22"E S88°28'28"E N16°26'18"E N88°24'14"W S01°35'51"W S45°26'36"W N43°42'19"W N45°41'40"E S44°18'20"E N01°36'13"E N79°54'17"W N31°22'12"W S31°22'12"E N60°41'13"E N62°43'41"E N68°13'15"E N64°16'51"E S88°24'09"E N02°36'04"E S02°36'04"W N88°24'09"W S01°35'51"W S88°24'09"E S02°36'04"W N88°28'28"W N16°26'18"E N88°24'14"W N01°36'13"E N43°24'09"W N62°43'41"E N68°13'15"E S01°35'51"W S88°24'09"E N01°35'51"E S88°24'09"E DISTANCE 965.97' 534.80' 2.00' 83.97' 2.00' 112.85' 105.59' 166.83' 40.61' 2.00' 160.15' 2.00' 41.74' 417.40' 68.58' 47.51' 16.48' 75.24' 42.34' 52.85' 83.31' 426.76' 145.87' 22.71' 110.73' 24.00' 109.26' 626.22' 335.02' 83.16' 166.40' 377.78' 34.29' 41.19' 42.50' 72.70' 24.00' 115.27' 425.29' CURVE TABLE FIRE LANE CURVE # FC1 FC2 FC3 FC4 FC5 FC6 FC7 FC8 FC9 FC10 FC11 FC12 FC13 FC14 FC15 FC16 FC17 FC18 FC19 FC20 FC21 FC22 FC23 FC24 FC25 FC26 FC27 ARC LENGTH 83.81' 47.42' 48.05' 39.32' 54.12' 47.12' 23.94' 70.21' 42.68' 47.44' 24.00' 49.12' 66.47' 46.60' 24.21' 46.60' 47.65' 46.56' 54.93' 98.47' 47.13' 42.42' 55.57' 59.36' 34.29' 55.59' 47.65' RADIUS 54.00' 30.00' 29.99' 30.00' 28.92' 30.00' 30.04' 30.00' 30.00' 56.00' 1930.00' 32.00' 154.00' 30.00' 1930.00' 30.00' 30.00' 30.00' 30.00' 52.92' 30.00' 54.00' 30.00' 30.00' 30.00' 130.00' 30.00' DELTA ANGLE 88°55'28" 90°33'25" 91°49'09" 75°05'14" 107°14'37" 89°59'56" 45°38'55" 134°05'27" 81°30'29" 48°32'05" 0°42'45" 87°56'35" 24°43'52" 88°59'47" 0°43'07" 88°59'47" 91°00'13" 88°55'28" 104°54'46" 106°37'02" 90°00'27" 45°00'22" 106°07'50" 113°22'36" 65°29'51" 24°30'09" 91°00'13" CHORD BEARING S47°03'48"W S46°19'08"W S44°51'43"E N53°58'55"E N36°49'58"W S46°35'48"W S21°13'18"E N68°38'56"E N39°09'02"W N55°38'14"W N59°00'06"E S75°20'29"E N79°13'55"E N47°05'57"E N85°07'48"E S47°05'57"W S42°54'03"E S47°03'48"W N36°01'05"W N36°36'40"W N43°24'00"W N20°53'58"W N09°39'46"E S55°05'27"E N34°20'46"E N79°20'46"E S42°54'03"E CHORD LENGTH 75.65' 42.63' 43.07' 36.56' 46.56' 42.43' 23.31' 55.25' 39.17' 46.03' 24.00' 44.44' 65.96' 42.05' 24.21' 42.05' 42.80' 42.03' 47.57' 84.86' 42.43' 41.34' 47.96' 50.14' 32.46' 55.17' 42.80' LINE TABLE WATER EASEMENT LINE # W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33 W34 W35 W36 W37 W38 W39 W40 W41 W42 W43 W44 W45 W46 W47 W48 W49 W50 BEARING S02°48'26"W S87°37'58"E S02°22'02"W N87°37'58"W S02°48'26"W S48°50'32"W N88°29'02"W S01°44'41"W S44°36'24"E S01°25'07"W S39°18'58"W N88°16'11"W N44°36'24"W N00°47'42"E S88°10'14"E S00°47'42"W S88°16'11"E N01°25'07"E N88°19'16"W S00°51'05"W N89°08'55"W N00°51'05"E N50°33'33"E S88°19'16"E N01°44'41"E N88°29'02"W S01°32'23"W N88°27'37"W N01°32'23"E N88°29'02"W S01°32'23"W N88°27'37"W S01°32'23"W N88°27'37"W N01°32'23"E N88°29'02"W S01°20'00"W S44°20'30"E S88°32'48"E N02°12'43"E S87°47'17"E S02°12'43"W S45°23'25"W N88°32'48"W N44°20'30"W N01°20'00"E N88°29'02"W N44°20'30"W N01°32'16"E N53°08'10"E DISTANCE 572.30' 15.21' 15.00' 15.32' 395.31' 12.54' 200.16' 113.43' 13.50' 72.15' 10.44' 61.39' 10.00' 31.35' 15.00' 23.23' 45.09' 57.35' 54.58' 0.73' 15.00' 10.72' 7.94' 53.93' 115.78' 13.31' 17.33' 15.00' 17.32' 306.71' 18.46' 9.74' 8.07' 15.00' 26.52' 23.92' 187.40' 0.28' 59.07' 48.20' 15.00' 55.14' 10.92' 72.49' 12.69' 193.77' 17.13' 12.89' 76.59' 8.72' LINE TABLE WATER EASEMENT LINE # W51 W52 W53 W54 W55 W56 W57 W58 W59 W60 W61 W62 W63 W64 W65 W66 W67 W68 W69 W70 W71 W72 W73 W74 W75 W76 W77 W78 W79 W80 W81 W82 W83 W84 W85 W86 W87 W88 W89 W90 W91 W92 W93 W94 W95 W96 W97 W98 W99 W100 BEARING N00°00'00"E N41°05'16"W N01°29'55"E N43°51'04"W N01°35'52"E N46°25'15"E N01°30'03"E N26°17'49"W N64°38'29"E S26°17'49"E S01°30'03"W S88°24'35"E N02°48'26"E N47°23'33"W S81°28'03"W N62°19'35"W N15°06'31"W N77°06'13"E S15°06'31"E S62°19'35"E N81°28'03"E S47°23'33"E S02°48'26"W N87°25'37"W S02°34'23"W S87°25'37"E S02°48'26"W N88°30'14"W S01°29'46"W S88°30'14"E S02°48'26"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°15'53"E N88°44'07"W S01°15'53"W N88°27'39"W N01°29'55"E N43°51'04"W N01°35'52"E S88°13'56"E N01°46'04"E N88°13'56"W DISTANCE 6.59' 9.74' 192.59' 26.76' 148.17' 26.62' 327.98' 0.81' 15.00' 4.28' 0.95' 637.67' 171.13' 5.45' 244.87' 20.11' 7.51' 15.01' 0.38' 8.65' 247.14' 19.66' 169.32' 16.73' 15.00' 16.67' 151.67' 64.97' 15.00' 64.63' 256.13' 111.23' 29.47' 15.00' 29.40' 135.56' 29.65' 15.00' 29.57' 135.08' 32.58' 15.00' 32.50' 196.62' 112.24' 26.75' 23.82' 18.40' 15.00' 18.44' LINE TABLE WATER EASEMENT LINE # W101 W102 W103 W104 W105 W106 W107 W108 W109 W110 W111 W112 W113 W114 W115 W116 W117 W118 W119 W120 W121 W122 W123 W124 W125 W126 W127 W128 W129 W130 W131 W132 W133 BEARING N01°35'52"E N46°25'15"E N01°30'03"E S88°29'36"E N01°30'24"E S88°24'09"E N01°35'51"E N88°24'09"W S01°35'51"W N88°24'09"W N01°30'03"E S88°24'09"E N01°35'51"E N88°24'09"W N01°30'03"E S88°24'35"E S01°18'27"W S88°41'33"E N01°18'27"E S88°24'35"E S01°15'05"W S88°44'55"E N01°15'05"E S88°24'35"E S02°48'26"W S48°50'32"W N88°29'02"W N01°32'16"E N53°08'10"E N00°00'00"E N41°05'16"W N01°29'55"E S88°27'39"E DISTANCE 96.88' 26.63' 3.37' 13.20' 3.59' 240.94' 70.86' 15.00' 55.86' 239.16' 121.56' 12.56' 15.00' 12.59' 163.40' 146.63' 3.53' 15.00' 3.46' 275.09' 2.53' 15.00' 2.44' 185.60' 160.95' 0.30' 619.36' 63.31' 8.97' 19.71' 9.51' 65.77' 623.14' LINE TABLE DRAINAGE EASEMENT LINE # D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 BEARING S52°03'05"E S23°59'23"W N88°24'09"W N01°35'51"E N88°24'09"W N01°35'51"E N88°24'09"W S01°35'51"W N88°24'09"W N02°36'33"E N47°14'18"E N03°18'09"E DISTANCE 326.64' 156.87' 136.54' 13.00' 19.00' 17.00' 23.68' 8.74' 96.16' 40.07' 139.76' 148.81' CURVE TABLE DRAINAGE EASEMENT CURVE # DC1 DC2 DC3 DC4 DC5 DC6 DC7 DC8 ARC LENGTH 21.75' 13.27' 11.80' 1.57' 47.12' 1.57' 1.57' 15.88' RADIUS 10.00' 10.00' 10.00' 1.00' 30.00' 1.00' 1.00' 10.00' DELTA ANGLE 124°38'46" 76°02'28" 67°36'28" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 91°00'43" CHORD BEARING N65°37'32"E S14°01'51"E S57°47'37"W N43°24'09"W N43°24'09"W N43°24'09"W S46°35'51"W N42°53'48"W CHORD LENGTH 17.71' 12.32' 11.13' 1.41' 42.43' 1.41' 1.41' 14.27' VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 3 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com 251 Item 19. VICINITY MAP (Not to Scale) SITE E C H A P M A N D R FM 455 IN D I A N L A N E E WILLOW ST HI G H W A Y 7 7 / IN T E R S T A T E 3 5 SANGER Date: 12/18/2024 Sheet: 4 of 4Drawn: CM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER HIGH SCHOOL LOT 1, BLOCK A 55.886 ACRES R. BEBEE SURVEY, ABSTRACT NO.29 CITY OF SANGER, DENTON COUNTY, TEXAS Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com OWNER'S ACKNOWLEDGEMENT AND DEDICATION STATE OF TEXAS COUNTY OF DENTON WHEREAS, SANGER INDEPENDENT SCHOOL DISTRICT, IS THE OWNER OF A TRACT OF LAND SITUATED IN THE R. BEBEE SURVEY, ABSTRACT NUMBER 29, DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: All that certain 55.886 acre tract of land in the R. Bebee Survey, Abstract No. 29, Denton County, Texas and being the remainder of a called 35.000 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Volume 1841, Page 662 of the Deed Records of said county, being the remainder of a called 23.440 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Volume 1841, Page 722 of said Deed Records, being all of a called 3.728 acre tract of land described in a Special Warranty Deed to Sanger Independent School District, recorded in Document Number 2022-160016 of the Official Public Records of said county, and being all of a called 0.772 acre tract of land described in a Special Warranty Deed to Sanger Independent School District, recorded in Document Number 2022-160016 of said Official Public Records and said 55.886 acre tract of land being more particularly described as follows: BEGINNING at a 1/2 inch iron rebar with a plastic cap found for the southeast corner of said 35.000 acre tract, the southwest corner of said 3.728 acre tract and in the west line of a called 24.900 acre tract of land described in a Warranty Deed to Marion Hills Apartments, LLC, recorded in Document No. 2017-48293 of the Official Public Records of said county; THENCE North 89°52'12” West, with the south line of said 35.000 acre tract, a distance of 12.12 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set in the northeast right-of-way line of Indian Lane, a 100 foot wide public right-of-way, and the beginning of a non-tangent curve to the left, with a radius of 550.00 feet and a chord which bears North 48°43'59” West, a distance of 259.49 feet, from which a 1/2 inch iron rebar (disturbed) bears North 71°23' West, a distance of 2.4 feet from said corner; THENCE with the northeast right-of-way line of said Indian Trail, the following courses and distances; Along said curve to the left, with a central angle of 27°17'21” and an arc length of 261.96 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the beginning of a reverse curve to the right, with a radius of 1,450.00 feet and a chord which bears North 53°12'56” West, a distance of 461.77 feet; Along said curve to the right, with a central angle of 18°19'28” and an arc length of 463.74 feet to a mag nail with a shiner stamped “ARC RPLS 6484” set for corner; North 44°02'46” West, passing at a distance of 46.94 feet, a mag nail with a shiner stamped “ARC RPLS 6484” set for the common corner of said 35.000 acre tract and said 23.440 acre tract, in all, a total distance of 1,379.05 feet to a mag nail set in a rock at the intersection of said northeast right-of-way line of said Indian Lane and the southeast right-of-way line of Farm to Market 455 West (FM 455 W), a variable width public right-of-way; THENCE with the southeast right-of-way of said FM 455 W, the following courses and distances; North 45°57'03” East, a distance of 18.42 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; North 44°02'46” West, a distance of 12.74 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; North 45°57'14” East, a distance of 290.02 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner; South 43°49'38” East, a distance of 10.75 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found corner; North 45°57'03” East, passing at a distance of 231.51 feet, to a 5/8 inch iron rebar with a cap stamped “TXDOT” found, in all, a total distance of 291.56 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for the beginning of a curve to the right, with a radius of 1,930.00 feet and a chord which bears North 66°05'03” East, a distance of 1,329.21 feet; Along said curve to the right, with a central angle of 40°17'06” and an arc length of 1,356.99 feet to a 5/8 inch iron rebar with a cap stamped “TXDOT” found for corner in the west line of a called 84.5014 acre tract of land described in a Warranty Deed to Sanger Town Center LLC, recorded in Document No. 2017-48301 of said Official Public Records, from which a 1/2 inch iron rebar found bears North 02°41'47” East, a distance of 19.72 feet; THENCE South 02°36'33” West, with the common line of said 35.000 acre tract and said 85.5014 acre tract, a distance of 595.77 feet to a 1/2 inch iron rebar with a cap stamped “OCJ Cowan & Assoc” found for the northwest corner of said 0.772 acre tract; THENCE South 87°23'27” East, with the north line of said 0.772 acre tract, a distance of 150.00 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 02°36'33” West, with the east line of said 0.772 acre tract and the east line of said 3.728 acre tract, a distance of 1,013.05 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 45°05'58” West, continuing with said east line of the 3.728 acre tract, a distance of 148.05 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for corner; THENCE South 02°36'33” West, continuing with said east line of the 3.728 acre tract, a distance of 643.72 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southeast corner of said 3.728 acre tract; THENCE South 56°03'18” West, with the southeast line of sa 3.728 acre tract, a distance of 62.24 feet to the POINT OF BEGINNING and containing 55.886 acres (2,434,412 square feet) of land. NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as Lot 1, Block A, Sanger High School, 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 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 ___________________________________, Kelly Teems, Authorized Representative of Sanger Independent School District State of Texas County of Denton Before me, the undersigned authority, on this day personally appeared, known tome 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 My commission expires ___________________________ NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the HO/property owner. Any common area within the city's right-of-way will require a facilities agreement, to be reviewed and approved by the city. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, and resides in Flood Zone "A", being a special flood hazard area subject to inundation by the 1% annual chance flood and does nor have a determined base flood elevation, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to make 1 lot out of 55.886 acres. 11.The subject property has a total of 503 existing parking spaces (488 regular and 15 handicap). There are 813 more proposed parking spaces (791 regular and 22 handicap). City of Sanger Ordinances requires 1 parking space for each 4 seats in the auditorium or main assembly room and 1 space for each classroom. APPROVED FOR PREPARATION OF FINAL PLAT ________________________________________________________ City of Sanger, TX Date Planning & Zoning Commission APPROVED & ACCEPTED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by _______________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies TITLE INFORMATION: PERMANENT 15' WATERLINE EASEMENT VOLUME 4863, PAGE 01573 CITY OF SANGER PLOTTABLE, AS SHOWN UTILITY EASEMENT DOCUMENT #2018-32665 NORTEX COMMUNICATIONS COMPANY PLOTTABLE, AS SHOWN PERPETUAL WATER LINE EASEMENT DOCUMENT #2006-120223 THE CITY OF SANGER PLOTTABLE, AS SHOWN EASEMENT VOLUME 339, PAGE 131 DENTON COUNTY ELECTRIC CO-OPERATIVE, INC. EASEMENT FOREVER TO ENTER UPON THE PROPERTY, WITHIN A RIGHT OF WAY NOT EXCEEDING 2 FEET IN WIDTH, TO CONSTRUCT, OPERATE, MAINTAIN, PATROL, INSPECT, SERVICE, REPAIR, REMOVE, RELOCATE AND RECONSTRUCT, UPON, ALONG, ACROSS, OVER AND UNDER PROPERTY, A LINE OR LINES FOR THE TRANSMISSION OR DISTRIBUTION OF ELECTRIC ENERGY. BLANKET EASEMENT VOLUME 339, PAGE 132 DENTON COUNTY ELECTRIC CO-OPERATIVE, INC. EASEMENT TO PLACE, CONSTRUCT, OPERATE, REPAIR, MAINTAIN, RELOCATE AND REPLACE THEREON AND IN OR UPON ALL STREETS, ROADS OR HIGHWAYS ABUTTING SAID LAND, AN ELECTRIC TRANSMISSION OR DISTRIBUTION LINE OR SYSTEM, INCLUDING THE RIGHT TO CUT AND TRIM TREES TO THE EXTENT NECESSARY TO KEEP THEM CLEAR OF SAID ELECTRIC LINE OR SYSTEM AND TO CUT DOWN FROM TIME TO TIME ALL DEAD, WEAK, LEANING OR DANGEROUS TRESS THAT ARE TALL ENOUGH TO STRIKE THE WIRES IN FALLING. BLANKET UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 RECORDING INFORMATION SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 20____ . ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF _______________ , 20____ . BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR_____________ COUNTY, TEXAS. MY COMMISSION EXPIRES _________________________________ 252 Item 19. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of Sanger Middle School, being 28.791 acres, located in the City of Sanger, and located at 105 Berry Street approximately 205 feet southwest of the intersection of Acker Street and Bolivar Street. SUMMARY: The applicant proposes to create 1 lot from 2 unplatted tracts to develop on this site. This site is located at 105 Berry Street. This is the site of the current Sanger Middle School and the existing agriculture barn. The school district is planning to construct a new agriculture barn on the northwest corner of the property on a vacant portion of the lot. The existing ag barn will remain and be utilized the same way it functions today. They will add ADA parking and a walkway to the new barn. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends DENIAL on the condition all comments have not been satisfied. ATTACHMENTS: Location Map Final Plat Application Letter of Intent Planning Comments Engineering Comments 253 Item 20. 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 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 1/8/2025 8:30:11 PM Location Map 24SANZON-0051 Sanger Middle School Final Plat 254 Item 20. VICINITY MAP (Not to Scale) SITE FM 455 W KE A T O N R D N W HOLT ST DUCK CREEK RD HIG H W A Y 7 7 / IN T E R S T A T E 3 5 PORTER PL AC K E R S T S 1 0 T H S T Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Date: 12/18/2024 Sheet: 1 of 2Drawn: CDM Checked: ARC Scale: 1" = N/A FINAL PLAT SANGER MIDDLE SCHOOL LOT 1, BLOCK A 28.791 ACRES 0.768 ACRES OF DEDICATED R.O.W. H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the property owner. Any common area within the city's right-of-way will require a facilities agreement, to be reviewed and approved by the city. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to create one lot out of 28.791 acres. 11.The subject property has a total of 284 existing parking spaces (274 regular and 10 handicap). There are 2 more proposed handicapped spaces. City of Sanger Ordinances requires 1 parking space for each 4 seats in the auditorium or main assembly room and 1 space for each classroom. APPROVED & ACCEPTED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by _______________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 2024. ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF ___________________________ , 2024. BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR DENTON COUNTY, TEXAS. MY COMMISSION EXPIRES _______________________ OWNER DEDICATION State of TEXAS County of DENTON WHEREAS, Sanger Independent School District is the owner of all that certain 28.791 acre tract in the H. Tierwester Survey, Abstract No. 1241, Denton County, Texas and being part of of a called 27.734 acre tract of land described in a deed to Sanger Independent School District, recorded in Volume 745, Page 623 of the Deed Records of Denton County, Texas, and a part of a called 1.609 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Document Number 1995-003316 of the Official Public Records of said county, and said 28.791 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at concrete monument found for the northeast corner of a called 0.545 acre tract of land to Brazos Electric Power Coop Inc. and in the south line of a called 2.9 acre tract described in a Quit Claim Deed to Faustino Buj, recorded in Document Number 2021-202611 of the Official Public Records of said county, for the northwest corner herein described; THENCE South 89°03'11” East, with the common line of said 28.791 acre tract and said 2.9 acre tract, and the south line of a 3.0720 acre tract of land to City of Sanger, a distance of 437.26 feet to a 1/2 inch iron rebar found for corner in the south line of said 3.072 acre tract; THENCE South 88°38'40” East, continuing with the common line of said 28.791 acre tract and said 3.0720 acre tract, a distance of 443.77 feet to the southeast corner of said 3.0720 acre tract and the southwest corner of a called 0.461 acre tract described in a Warranty Deed to the City of Sanger, recorded in Volume 3063, Page 639 of said Deed Records; THENCE South 88°56'49” East, with the common line of said 28.791 acre tract and said 0.461 acre tract, a distance of 200.00 feet to a 1/2 inch iron rebar found for the southeast corner of said 0.461 acre tract and the southwest corner of Lot 1, Block 1 of Acker Street Addition, an addition to the City of Sanger, recorded in Cabinet H, Page 320 of the Plat Records of said county; THENCE South 89°03'22” East, with the common line of said 28.791 acre tract and said Lot 1, passing at a distance of 183.22 feet, an “X” cut in concrete found for the southeast corner of said Lot 1, being in the west line of Acker Street, a 50 foot wide public right-of-way, in all, a total distance of 208.24 feet to the northeast corner herein described, being in said Acker Street; THENCE South 01°15'38” West, with the east line of said 28.791 acre tract and in said Acker Street, a distance of 292.92 feet to the northeast corner of a called 0.502 acre tract of land described in a General Warranty Deed to Jonathan Whitworth, recorded in Document Number 2015-46615 of said Official Public Records; THENCE North 88°21'18” West, with the common line of said 28.791 acre tract and said 0.502 acre tract, passing at a distance of 25.00 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set, in all, a total distance of 188.34 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said 0.502 acre tract; THENCE South 02°44'09” West, with the common line of said 28.791 acre tract, and said 0.502 acre tract, a distance of 123.76 feet to the southwest corner of said 0.502 acre tract and being the northwest corner of the remainder of a called 1.211 acre tract of land described in a Special Warranty Deed to Springer Family Rentals, L.L.C., recorded in Document Number 1993-0074115 of said Official Public Records; THENCE South 01°36'56" West, with the common line of said 28.791 acre tract and said remainder of a called 1.211 acre tract, a distance of 138.56 feet to an “X” cut found for the northeast corner of a called 0.528 acre tract described in a Warranty Deed to Erneston Navarette, recorded in Document Number 2018-118629 of said Official Public Records; THENCE North 88°54'09” West, with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 230.37 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said 0.529 acre tract; THENCE South 01°03'15” West, continuing with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 100.57 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southwest corner of said 0.528 acre tract; THENCE South 88°54'09” East, continuing with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 230.37 feet to a 3/4 inch iron rebar found for the southeast corner of said 0.528 acre tract and in the west right-of-way line of North Berry Street, a 50 foot wide public right-of-way; THENCE South 01°14'46” West, with the east line of said 28.791 acre tract and said west right-of-way line, a distance of 493.42 feet to a 1/2 inch iron rebar with a cap stamped “AAS RPLS 4867” found set for the southeast corner of said 1.609 acre tract and the northeast corner of a called 2.027 acre tract of land described in a General Warranty Deed to Jonathan L. Witworth, recorded in Document Number 2015-00107798 of said Official Public Records, for the southeast corner of said 28.791 acre tract; THENCE North 88°11'41” West, with the south line of said 1.609 acre tract, the north line of said 2.027 acre tract, a distance of 468.36 feet to a 1/2 inch iron rebar with a cap stamped “AAS 4857” found for the southwest corner of said 1.609 acre tract, the northwest corner of said 2.027 acre tract and in the east line of Lot 2, Block A of Robert's Addition, an addition to the City of Sanger, recorded in Cabinet U, Page 724 of said Plat Records, from which a 1/2 inch iron rebar with a cap stamped “AAS 4857” found for a west corner of said 2.027 acre tract and an east corner of said Lot 2, Block A of Robert's Addition bears South 02°20'49” West, a distance of 13.03 feet; THENCE North 02°20'49” East, with the west line of said 1.609 acre tract and said east line of Lot 2, Block A of Robert's Addition, a distance of 143.44 feet to a 1/2 inch iron rebar found for the northwest corner of said 1.609 acre tract and the northeast corner of said Lot 2, Block A of Robert's Addition, THENCE North 88°15'46” West, with the south line of said 27.734 acre tract and the north line of said Lot 2, Block A of Robert's Addition, passing at a distance of 150.45 feet, a 1/2 inch iron rebar with a cap stamped “Alliance” found for the northwest corner of said Lot 2, Block A and the northeast corner of Lot 1, Block A of said Robert's Addition, continuing with said south line and the north line of said Lot 1, Block A of Robert's Addition, passing at a distance of 331.88 feet, a 1/2 inch iron rebar found for the northwest corner of said Lot 1, Block A of Robert's Addition and the northeast corner of Lot 1, Block A of Bryan & Jacob's Addition, an addition to the City of Sanger, recorded in Cabinet U, Page 252 of said Plat Records, continuing with said south line and the north line of Lot 1, Block A of Bryan & Jacob's Addition, passing at a distance of 459.73 feet, a 1/2 inch iron rebar with a cap stamped “Metroplex” found for the northwest corner of said Lot 1, Block A of Bryan & Jacob's Addition and the northeast corner of Lot 2, Block A of Bryan & Jacob's Addition, continuing with said south line and the north line of said Lot 2, Block A of Bryan & Jacob's Addition, passing at a distance of 596.68 feet, a 1/2 inch iron rebar with a cap stamped “Metroplex” found for the northwest corner of said Lot 2, Block A of Bryan & Jacob's Addition and the northeast corner of Lot 6, Block A of Bryan & Jacob's Addition, continuing with said south line and the north line of said Lot 6, Block a of Bryan & Jacob's Addition, passing at a distance of 739.73 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said Lot 6, Block A of Bryan & Jacob's Addition and in the east right-of-way line of Keaton Road, a 50 foot wide public right-of-way, continuing with said south line, in all, a total distance of 765.23 feet to the southwest corner of said 28.791 acre tract, being in said right-of-way of Keaton Road; THENCE North 01°28'24” East, with the west line of said 28.791 acre tract and in said right-of-way of Keaton Road, a distance of 738.94 feet to the southwest corner of said 0.545 acre tract; THENCE South 89°17'38” East, with the south line of said 0.545 acre tract, passing at a distance of 30.00 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set in said east right-of-way line of Keaton Road, in all, a total distance of 127.80 feet to a concrete monument found for the southeast corner of said 0.545 acre tract; THENCE North 02°01'18” East, with the east line of said 0.545 acre tract, a distance of 219.99 feet to the POINT OF BEGINNING and containing 28.791 acres (1,254,150 square feet) of land. Said land subject to restrictions, easements and right-of-way of record (if any). NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as LOT 1, BLOCK A OF SANGER MIDDLE SCHOOL, 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 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 ________________________, 2024. _______________________________, owner _______________________________, Authorized assignee for Sanger Independent School District KELLY Teems 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________________________ 2024. ___________________________________ Notary Public in and for the State of Texas My commission expires ____________________________________ Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 RECORDING INFORMATION 255 Item 20. LOT 1, BLOCK A 28.791 ACRES PID: 57050 SANGER I.S.D. VOL. 745, PG. 623 O.R.D.C.T. H. T I E R W E S T E R S U R V E Y ABS T R A C T N O . 1 2 4 1 A CALLED 0.461 ACRE TRACT CITY OF SANGER VOLUME 3063, PAGE 639 O.R.D.C.T. REMAINDER OF A CALLED 1.211 ACRE TRACT SPRINGER FAMILY RENTALS, L.L.C. DOCUMENT NO. 1993-0074115 O.R.D.C.T. A CALLED 0.528 ACRE TRACT ERNESTON NAVARETTE DOCUMENT NO. 2018-118629 O.R.D.C.T. LOT 1, BLOCK A ROBERT'S ADDITION CAB. U, PG. 724 P.R.D.C.T. BRYANS & JACOBS ADDITION DOCUMENT NO. 2000-20062 O.R.D.C.T. LOT 1, BLOCK A LOT 2, BLOCK A LOT 6, BLOCK A N 89°01'42" W 188.34' (R) A CALLED 2.9 ACRE TRACT FAUSTINO BUJ DOCUMENT NO. 2021-202611 O.R.D.C.T. LOT 1, BLOCK 1 ACKER STREET ADDITION CAB. H, PG. 320 P.R.D.C.T. LOT 2, BLOCK A ROBERT'S ADDITION CAB. U, PG. 724 P.R.D.C.T. SAVE & EXCEPT DOCUMENT NO. 1993-0074115 O.R.D.C.T. 1/2" IRF 1/2" IRF "X" CUT FOUND 3/4" IRF PASSING AT 331.88' 1/2" IRF "X" CUT FOUND 60' ELEC. ESMT. VOL. 749, PG. 360 20' ELEC. ESMT. VOL. 1066, PG. 767 150' RADIUS SANITARY CONTROL ESMT. VOL. 1153, PG. 909 PASSING AT 596.68' 1/2" IRF "METROPLEX" 1/2" CIRS "RPLS 6484" PASSING AT 459.73' 1/2" IRF "METROPLEX" CALLED 0.5450 ACRES BRAZOS ELECTRIC POWER COOP INC. VOL. 789, PG. 571 O.P.R.D.C.T. A CALLED .502 ACRE TRACT JONATHAN WHITWORTH DOCUMENT NO. 2015-46615 O.R.D.C.T. 1/2" CIRS "RPLS 6484 1/2" CIRS "RPLS 6484 1/2" IRF 1/2" CIRF "AAS 4857" N 88°11'41" W 468.36' N 0 2 ° 2 0 ' 4 9 " E 1 4 3 . 4 4 ' S 0 1 ° 1 4 ' 4 6 " W 4 9 3 . 4 2 ' S 88°54'09" E 230.37' N 88°54'09" W 230.37' S 0 1 ° 0 3 ' 1 5 " W 10 0 . 5 7 ' ( M ) S 0 1 ° 3 6 ' 5 6 " W 1 3 8 . 5 6 ' S 0 2 ° 4 4 ' 0 9 " W 1 2 3 . 7 6 ' N 88°21'18" W 188.34' S 0 1 ° 1 5 ' 3 8 " W 2 6 2 . 9 2 ' S 89°03'22" E 208.24'S 88°56'49" E 200.00' S 89°03'11" E 437.26' N 0 2 ° 0 1 ' 1 8 " E 2 1 9 . 9 9 ' N 88°15'46" W 765.23' S 88°38'40" E 443.77' PASSING AT 25.00' 1/2" CIRS "RPLS 6484" N 0 1 ° 2 8 ' 2 4 " E 7 3 8 . 9 4 ' S 89°17'38" E 127.80' S 89°03'11" E 127.79' NO R T H K E A T O N R O A D (P U B L I C R I G H T O F W A Y ) CALLED 1.9280 ACRE TRACT JONATHAN WHITWORTH DOCUMENT NO. 2015-107798 O.R.D.C.T. 1/2" CIRS "RPLS 6484" 1/2" CIRF "AAS RPLS 4857" PASSING AT 150.45' 1/2" IRF "ALLIANCE" A CALLED 1.609 ACRE TRACT SANGER ISD DOCUMENT NO. 95-0031638 O.R.D.C.T. PER DENTON COUNTY APPRAISAL DISTRICT PASSING AT 30.00' 1/2" CIRS "RPLS 6484" CENTERLINE ELEC. ESMT. VOL. 481, PG. 686 A CALLED 3.0720 ACRE TRACT (PER DENTON COUNTY APPRAISAL DISTRICT) CITY OF SANGER DEED NOT LISTED PASSING AT 183.22' "X" CUT FOUND P.O.B. CONC. MONUMENT FOUND N: 7181610.82 E: 2369446.04 25' R.O.W. DEDICATION (6,571 SQ.FT./0.151 ACRES) 30' 25 ' B U I L D I N G L I N E 25' 25 ' B U I L D I N G L I N E 30' 25 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25 ' 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE CONC. MONUMENT FOUND 20 ' B U I L D I N G L I N E 20' 20' BUILDING LINE 20 ' B U I L D I N G L I N E 20' 25 ' B U I L D I N G L I N E L1 L2 C 1 L3 L4 L5 C2 L6 C 3 L7 L8 C 4 L9 L10 L1 1 C5 L1 2 C 6 L13 C 7 L1 4 LINE TABLE LINE #BEARING DISTANCE CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH FIRE LANE EASEMENT (BY THIS PLAT) FIRE LANE EASEMENT (BY THIS PLAT) ACKER STREET (50' PUBLIC RIGHT OF WAY) BY USE AND OCCUPATION 50.0' NO R T H B E R R Y S T R E E T (P U B L I C R I G H T O F W A Y ) S 0 9 ° 4 9 ' 5 1 " E - 9 1 . 1 5 ' LONE STAR GAS ESMT. VOL. 600, PG. 44 30' R.O.W. DEDICATION (22,168 SQ.FT./0.509 ACRES) 30' R.O.W. DEDICATION (22,168 SQ.FT./0.509 ACRES) 25.0' 25.0' NO R T H K E A T O N R O A D (P U B L I C R I G H T O F W A Y ) CE N T E R L I N E O F N O R T H B E R R Y S T R E E T 25.0' R.O.W. DEDICATION (25' FROM CENTERLINE) (4,691 SQ.FT./0.108 ACRES) CE N T E R L I N E O F A C K E R S T R E E T 25' 60 . 0 ' 30 . 0 ' 30 . 0 ' CE N T E R L I N E O F N O R T H K E A T O N R O A D 30.00' 11.18' 5.52' N 0 0 ° 0 4 ' 1 9 " E 22 7 . 7 9 ' N 0 0 ° 5 3 ' 5 3 " E 21 0 . 9 2 ' N 0 1 ° 3 2 ' 5 1 " E 54 . 6 8 ' N 0 1 ° 2 8 ' 2 4 " E 7 3 8 . 9 4 ' 0 60 120 SCALE: 1" = 60' = RECORD CALL = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE (R) (M) R.O.W. P.O.B. P.O.C. LEGEND VICINITY MAP (Not to Scale) SITE FM 455 W KE A T O N R D N W HOLT ST DUCK CREEK RD HIG H W A Y 7 7 / IN T E R S T A T E 3 5 PORTER PL AC K E R S T S 1 0 T H S T Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Date: 12/18/2024 Sheet: 1 of 2Drawn: CDM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER MIDDLE SCHOOL LOT 1, BLOCK A 28.791 ACRES 0.768 ACRES OF DEDICATED R.O.W. H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com 256 Item 20. 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 Anthony Crowley Crowley Pipeline & Land Surveying 117 West Archer Street Jacksboro, TX 76458 469-850-CPLS(2757) acrowley@crowleysurveying.com Sanger Independent School District 601 Elm Street Sanger, TX 76266 940-458-7438 kteems66@gmail.com Anthony Crowley December 18, 2024 Kelly Teems PID 57050 257 Item 20. SANGER MIDDLE SCHOOL – LETTER OF INTENT SUBDIVIDER’S NAME AND ADDRESS Sanger Independent School District 601 Elm Street Sanger, TX 76266 CONTACT INFORMATION OF PERSON(S) PREPARING THE SUBMITTED DOCUMENTS Anthony Crowley 1-940-229-1172 acrowley@crowleysurveying.com DESIGNATED POINT OF CONTACT FOR FUTURE CORRESPNDENCE Kelly Teems 1-940-458-7438 kteems66@gmail.com INTENT OF THE PLAT APPLICATION The purpose of the subdivision plat is to make a lot out of an unplatted property and dedicate easements and right-of-way. BREIF DESCRIPTION OF THE LOACTION, LAND AREA, PARTICULARS AS TO THE INTEDE USE(S) OF THE PROPERTY, AND ANY INTENDED FUTURE DEVELOPMENT ON THE PROPERTY 28.791 acres in the H. Tierwester Survey, Abstract No. 1241, City of Sanger, Denton County, Texas. Intended easements are for utility purposes and the site itself is educational. A REQUEST THAT THE PLAT BE REVIEWED AND CONSIDERED BY THE APPROPIATE APPROVAL BODY 258 Item 20. 940.458.2059 | 201 Bolivar St. |PO Box 1729 | Sanger, TX 76226 | www.sangertexas.org DATE: 12/18/24 1st REVIEW COMMENTS – Final Plat – Sanger Middle School The request is for a Final Plat of Sanger Middle School, being approximately 28.791 acres in the H. TIERWESTER SURVEY, ABSTRACT NO. 1241, prepared by Crowley Surveying, submitted on 12/18/24. 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. City Tax Collector signature block will need to be removed. (When this plat is ready to file you will have to provide a certified tax certificate from Denton County showing a zero balance is owed.) 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, January, 13, 2025, and the City Council meeting on Monday, February 3, 2025. 259 Item 20. 2601 Meacham Blvd., Suite 600, Fort Worth, TX 76137 | halff.com January 06, 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: Sanger Middle School Final Plat - Review #1 Dear Ms. Hammonds, Halff Associates, Inc. was requested by the City of Sanger to review the Final Plat for Sanger Middle School. This submittal was prepared by Crowley Surveying and was received on December 19, 2024. General Comments 1. 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. 2. Please note additional comments may be provided in subsequent reviews once additional data/responses is received. Final Plat 1. Please reconcile discrepancies in acreage for the Jonathan Whitworth property. 2. Please provide civil plans for proposed improvements on property before approval of plat per comments submitted on 03/21/2023. 3. Please revise and reconcile distance along Centerline of Acker Street. 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: Preliminary Civil Construction Plans markups 260 Item 20. VICINITY MAP (Not to Scale) SITE FM 455 W KE A T O N R D N W HOLT ST DUCK CREEK RD HIG H W A Y 7 7 / IN T E R S T A T E 3 5 PORTER PL AC K E R S T S 1 0 T H S T Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Date: 12/18/2024 Sheet: 1 of 2Drawn: CDM Checked: ARC Scale: 1" = N/A FINAL PLAT SANGER MIDDLE SCHOOL LOT 1, BLOCK A 28.791 ACRES 0.768 ACRES OF DEDICATED R.O.W. H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS NOTES: 1.Bearings, coordinates and distances are based on the Texas State Plane Coordinate System, NAD83 (2011) North Central Zone (4202). 2.This survey was prepared without the benefit of a title commitment. There may be easements of record that are not shown. 3.All lots comply with the minimum size requirements of the zoning district. 4.This property may be subject to charges related to impact fees and the applicant should contact the city regarding any applicable fees due. 5.All common areas, drainage easements, and detention facilities will be owned and maintained by the property owner. Any common area within the city's right-of-way will require a facilities agreement, to be reviewed and approved by the city. 6.NOTICE-selling a portion of this addition by metes and bounds is a violation of state law and is subject to fines and withholding of utilities and building permits. 7.This plat does not alter or remove existing deed restrictions, if any, on this property. 8.Minimum finished floor elevations (min FFE) are at least two (2) feet above the 100-year floodplain. 9.The subject property resides in Flood Zone "X", being areas determined to be outside the 0.2% annual chance floodplain, as determined of shown by the FIRM Community Panel No. 48121C0210G dated 04/18/2011. 10.The purpose of this plat is to create one lot out of 28.791 acres. 11.The subject property has a total of 284 existing parking spaces (274 regular and 10 handicap). There are 2 more proposed handicapped spaces. City of Sanger Ordinances requires 1 parking space for each 4 seats in the auditorium or main assembly room and 1 space for each classroom. APPROVED & ACCEPTED ________________________________________________________ Chairman, Planning & Zoning Commission Date City of Sanger, Texas ________________________________________________________ Mayor, City of Sanger, Texas Date Attested by _______________________________________________________ City Secretary, City of Sanger, Texas Date All ad valorem taxes, liens and fees have been paid for the subject property ________________________________________________________ City Tax Collector/Proper Official of Date other taxing agencies SURVEYOR STATEMENT: I, ANTHONY RAY CROWLEY, A REGISTERED PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF TEXAS, AFFIRM THAT THIS PLAT WAS PREPARED UNDER MY DIRECT SUPERVISION, FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND, AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY SUPERVISION, IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS OF THE CITY OF SANGER AND DENTON COUNTY, TEXAS. DATED, THIS THE _____ DAY OF _______________ , 2024. ______________________________________________________ ANTHONY RAY CROWLEY TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6484 STATE OF TEXAS COUNTY OF DENTON BEFORE ME, THE UNDERSIGNED, ANTHONY RAY CROWLEY, APPEARS 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _____ DAY OF ___________________________ , 2024. BY: ___________________________________________________ NOTARY PUBLIC IN AND FOR DENTON COUNTY, TEXAS. MY COMMISSION EXPIRES _______________________ OWNER DEDICATION State of TEXAS County of DENTON WHEREAS, Sanger Independent School District is the owner of all that certain 28.791 acre tract in the H. Tierwester Survey, Abstract No. 1241, Denton County, Texas and being part of of a called 27.734 acre tract of land described in a deed to Sanger Independent School District, recorded in Volume 745, Page 623 of the Deed Records of Denton County, Texas, and a part of a called 1.609 acre tract of land described in a Warranty Deed to Sanger Independent School District, recorded in Document Number 1995-003316 of the Official Public Records of said county, and said 28.791 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at concrete monument found for the northeast corner of a called 0.545 acre tract of land to Brazos Electric Power Coop Inc. and in the south line of a called 2.9 acre tract described in a Quit Claim Deed to Faustino Buj, recorded in Document Number 2021-202611 of the Official Public Records of said county, for the northwest corner herein described; THENCE South 89°03'11” East, with the common line of said 28.791 acre tract and said 2.9 acre tract, and the south line of a 3.0720 acre tract of land to City of Sanger, a distance of 437.26 feet to a 1/2 inch iron rebar found for corner in the south line of said 3.072 acre tract; THENCE South 88°38'40” East, continuing with the common line of said 28.791 acre tract and said 3.0720 acre tract, a distance of 443.77 feet to the southeast corner of said 3.0720 acre tract and the southwest corner of a called 0.461 acre tract described in a Warranty Deed to the City of Sanger, recorded in Volume 3063, Page 639 of said Deed Records; THENCE South 88°56'49” East, with the common line of said 28.791 acre tract and said 0.461 acre tract, a distance of 200.00 feet to a 1/2 inch iron rebar found for the southeast corner of said 0.461 acre tract and the southwest corner of Lot 1, Block 1 of Acker Street Addition, an addition to the City of Sanger, recorded in Cabinet H, Page 320 of the Plat Records of said county; THENCE South 89°03'22” East, with the common line of said 28.791 acre tract and said Lot 1, passing at a distance of 183.22 feet, an “X” cut in concrete found for the southeast corner of said Lot 1, being in the west line of Acker Street, a 50 foot wide public right-of-way, in all, a total distance of 208.24 feet to the northeast corner herein described, being in said Acker Street; THENCE South 01°15'38” West, with the east line of said 28.791 acre tract and in said Acker Street, a distance of 292.92 feet to the northeast corner of a called 0.502 acre tract of land described in a General Warranty Deed to Jonathan Whitworth, recorded in Document Number 2015-46615 of said Official Public Records; THENCE North 88°21'18” West, with the common line of said 28.791 acre tract and said 0.502 acre tract, passing at a distance of 25.00 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set, in all, a total distance of 188.34 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said 0.502 acre tract; THENCE South 02°44'09” West, with the common line of said 28.791 acre tract, and said 0.502 acre tract, a distance of 123.76 feet to the southwest corner of said 0.502 acre tract and being the northwest corner of the remainder of a called 1.211 acre tract of land described in a Special Warranty Deed to Springer Family Rentals, L.L.C., recorded in Document Number 1993-0074115 of said Official Public Records; THENCE South 01°36'56" West, with the common line of said 28.791 acre tract and said remainder of a called 1.211 acre tract, a distance of 138.56 feet to an “X” cut found for the northeast corner of a called 0.528 acre tract described in a Warranty Deed to Erneston Navarette, recorded in Document Number 2018-118629 of said Official Public Records; THENCE North 88°54'09” West, with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 230.37 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said 0.529 acre tract; THENCE South 01°03'15” West, continuing with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 100.57 feet to a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the southwest corner of said 0.528 acre tract; THENCE South 88°54'09” East, continuing with the common line of said 28.791 acre tract and said 0.528 acre tract, a distance of 230.37 feet to a 3/4 inch iron rebar found for the southeast corner of said 0.528 acre tract and in the west right-of-way line of North Berry Street, a 50 foot wide public right-of-way; THENCE South 01°14'46” West, with the east line of said 28.791 acre tract and said west right-of-way line, a distance of 493.42 feet to a 1/2 inch iron rebar with a cap stamped “AAS RPLS 4867” found set for the southeast corner of said 1.609 acre tract and the northeast corner of a called 2.027 acre tract of land described in a General Warranty Deed to Jonathan L. Witworth, recorded in Document Number 2015-00107798 of said Official Public Records, for the southeast corner of said 28.791 acre tract; THENCE North 88°11'41” West, with the south line of said 1.609 acre tract, the north line of said 2.027 acre tract, a distance of 468.36 feet to a 1/2 inch iron rebar with a cap stamped “AAS 4857” found for the southwest corner of said 1.609 acre tract, the northwest corner of said 2.027 acre tract and in the east line of Lot 2, Block A of Robert's Addition, an addition to the City of Sanger, recorded in Cabinet U, Page 724 of said Plat Records, from which a 1/2 inch iron rebar with a cap stamped “AAS 4857” found for a west corner of said 2.027 acre tract and an east corner of said Lot 2, Block A of Robert's Addition bears South 02°20'49” West, a distance of 13.03 feet; THENCE North 02°20'49” East, with the west line of said 1.609 acre tract and said east line of Lot 2, Block A of Robert's Addition, a distance of 143.44 feet to a 1/2 inch iron rebar found for the northwest corner of said 1.609 acre tract and the northeast corner of said Lot 2, Block A of Robert's Addition, THENCE North 88°15'46” West, with the south line of said 27.734 acre tract and the north line of said Lot 2, Block A of Robert's Addition, passing at a distance of 150.45 feet, a 1/2 inch iron rebar with a cap stamped “Alliance” found for the northwest corner of said Lot 2, Block A and the northeast corner of Lot 1, Block A of said Robert's Addition, continuing with said south line and the north line of said Lot 1, Block A of Robert's Addition, passing at a distance of 331.88 feet, a 1/2 inch iron rebar found for the northwest corner of said Lot 1, Block A of Robert's Addition and the northeast corner of Lot 1, Block A of Bryan & Jacob's Addition, an addition to the City of Sanger, recorded in Cabinet U, Page 252 of said Plat Records, continuing with said south line and the north line of Lot 1, Block A of Bryan & Jacob's Addition, passing at a distance of 459.73 feet, a 1/2 inch iron rebar with a cap stamped “Metroplex” found for the northwest corner of said Lot 1, Block A of Bryan & Jacob's Addition and the northeast corner of Lot 2, Block A of Bryan & Jacob's Addition, continuing with said south line and the north line of said Lot 2, Block A of Bryan & Jacob's Addition, passing at a distance of 596.68 feet, a 1/2 inch iron rebar with a cap stamped “Metroplex” found for the northwest corner of said Lot 2, Block A of Bryan & Jacob's Addition and the northeast corner of Lot 6, Block A of Bryan & Jacob's Addition, continuing with said south line and the north line of said Lot 6, Block a of Bryan & Jacob's Addition, passing at a distance of 739.73 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set for the northwest corner of said Lot 6, Block A of Bryan & Jacob's Addition and in the east right-of-way line of Keaton Road, a 50 foot wide public right-of-way, continuing with said south line, in all, a total distance of 765.23 feet to the southwest corner of said 28.791 acre tract, being in said right-of-way of Keaton Road; THENCE North 01°28'24” East, with the west line of said 28.791 acre tract and in said right-of-way of Keaton Road, a distance of 738.94 feet to the southwest corner of said 0.545 acre tract; THENCE South 89°17'38” East, with the south line of said 0.545 acre tract, passing at a distance of 30.00 feet, a 1/2 inch iron rebar with a cap stamped “RPLS 6484” set in said east right-of-way line of Keaton Road, in all, a total distance of 127.80 feet to a concrete monument found for the southeast corner of said 0.545 acre tract; THENCE North 02°01'18” East, with the east line of said 0.545 acre tract, a distance of 219.99 feet to the POINT OF BEGINNING and containing 28.791 acres (1,254,150 square feet) of land. Said land subject to restrictions, easements and right-of-way of record (if any). NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT Sanger Independent School District, acting herein by and through its duly authorized officer does hereby adopt this plat designating the hereinabove described property as LOT 1, BLOCK A OF SANGER MIDDLE SCHOOL, 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 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 ________________________, 2024. _______________________________, owner _______________________________, Authorized assignee for Sanger Independent School District KELLY Teems 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________________________ 2024. ___________________________________ Notary Public in and for the State of Texas My commission expires ____________________________________ Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com UTILITY PROVIDERS NAME ADDRESS PHONE SANGER ELECTRIC 202 RAILROAD AVE.940-458-6054 SANGER, TX 76266 CITY OF SANGER UTILITIES 202 RAILROAD AVE.940-458-7930 RECORDING INFORMATION Please review and revise acreage of Jonathan Whitworth property 261 Item 20. LOT 1, BLOCK A 28.791 ACRES PID: 57050 SANGER I.S.D. VOL. 745, PG. 623 O.R.D.C.T. H. T I E R W E S T E R S U R V E Y ABS T R A C T N O . 1 2 4 1 A CALLED 0.461 ACRE TRACT CITY OF SANGER VOLUME 3063, PAGE 639 O.R.D.C.T. REMAINDER OF A CALLED 1.211 ACRE TRACT SPRINGER FAMILY RENTALS, L.L.C. DOCUMENT NO. 1993-0074115 O.R.D.C.T. A CALLED 0.528 ACRE TRACT ERNESTON NAVARETTE DOCUMENT NO. 2018-118629 O.R.D.C.T. LOT 1, BLOCK A ROBERT'S ADDITION CAB. U, PG. 724 P.R.D.C.T. BRYANS & JACOBS ADDITION DOCUMENT NO. 2000-20062 O.R.D.C.T. LOT 1, BLOCK A LOT 2, BLOCK A LOT 6, BLOCK A N 89°01'42" W 188.34' (R) A CALLED 2.9 ACRE TRACT FAUSTINO BUJ DOCUMENT NO. 2021-202611 O.R.D.C.T. LOT 1, BLOCK 1 ACKER STREET ADDITION CAB. H, PG. 320 P.R.D.C.T. LOT 2, BLOCK A ROBERT'S ADDITION CAB. U, PG. 724 P.R.D.C.T. SAVE & EXCEPT DOCUMENT NO. 1993-0074115 O.R.D.C.T. 1/2" IRF 1/2" IRF "X" CUT FOUND 3/4" IRF PASSING AT 331.88' 1/2" IRF "X" CUT FOUND 60' ELEC. ESMT. VOL. 749, PG. 360 20' ELEC. ESMT. VOL. 1066, PG. 767 150' RADIUS SANITARY CONTROL ESMT. VOL. 1153, PG. 909 PASSING AT 596.68' 1/2" IRF "METROPLEX" 1/2" CIRS "RPLS 6484" PASSING AT 459.73' 1/2" IRF "METROPLEX" CALLED 0.5450 ACRES BRAZOS ELECTRIC POWER COOP INC. VOL. 789, PG. 571 O.P.R.D.C.T. A CALLED .502 ACRE TRACT JONATHAN WHITWORTH DOCUMENT NO. 2015-46615 O.R.D.C.T. 1/2" CIRS "RPLS 6484 1/2" CIRS "RPLS 6484 1/2" IRF 1/2" CIRF "AAS 4857" N 88°11'41" W 468.36' N 0 2 ° 2 0 ' 4 9 " E 1 4 3 . 4 4 ' S 0 1 ° 1 4 ' 4 6 " W 4 9 3 . 4 2 ' S 88°54'09" E 230.37' N 88°54'09" W 230.37' S 0 1 ° 0 3 ' 1 5 " W 10 0 . 5 7 ' ( M ) S 0 1 ° 3 6 ' 5 6 " W 1 3 8 . 5 6 ' S 0 2 ° 4 4 ' 0 9 " W 1 2 3 . 7 6 ' N 88°21'18" W 188.34' S 0 1 ° 1 5 ' 3 8 " W 2 6 2 . 9 2 ' S 89°03'22" E 208.24'S 88°56'49" E 200.00' S 89°03'11" E 437.26' N 0 2 ° 0 1 ' 1 8 " E 2 1 9 . 9 9 ' N 88°15'46" W 765.23' S 88°38'40" E 443.77' PASSING AT 25.00' 1/2" CIRS "RPLS 6484" N 0 1 ° 2 8 ' 2 4 " E 7 3 8 . 9 4 ' S 89°17'38" E 127.80' S 89°03'11" E 127.79' NO R T H K E A T O N R O A D (P U B L I C R I G H T O F W A Y ) CALLED 1.9280 ACRE TRACT JONATHAN WHITWORTH DOCUMENT NO. 2015-107798 O.R.D.C.T. 1/2" CIRS "RPLS 6484" 1/2" CIRF "AAS RPLS 4857" PASSING AT 150.45' 1/2" IRF "ALLIANCE" A CALLED 1.609 ACRE TRACT SANGER ISD DOCUMENT NO. 95-0031638 O.R.D.C.T. PER DENTON COUNTY APPRAISAL DISTRICT PASSING AT 30.00' 1/2" CIRS "RPLS 6484" CENTERLINE ELEC. ESMT. VOL. 481, PG. 686 A CALLED 3.0720 ACRE TRACT (PER DENTON COUNTY APPRAISAL DISTRICT) CITY OF SANGER DEED NOT LISTED PASSING AT 183.22' "X" CUT FOUND P.O.B. CONC. MONUMENT FOUND N: 7181610.82 E: 2369446.04 25' R.O.W. DEDICATION (6,571 SQ.FT./0.151 ACRES) 30' 25 ' B U I L D I N G L I N E 25' 25 ' B U I L D I N G L I N E 30' 25 ' B U I L D I N G L I N E 25 ' B U I L D I N G L I N E 25 ' 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE 25' BUILDING LINE CONC. MONUMENT FOUND 20 ' B U I L D I N G L I N E 20' 20' BUILDING LINE 20 ' B U I L D I N G L I N E 20' 25 ' B U I L D I N G L I N E L1 L2 C 1 L3 L4 L5 C2 L6 C 3 L7 L8 C 4 L9 L10 L1 1 C5 L1 2 C 6 L13 C 7 L1 4 LINE TABLE LINE #BEARING DISTANCE CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH FIRE LANE EASEMENT (BY THIS PLAT) FIRE LANE EASEMENT (BY THIS PLAT) ACKER STREET (50' PUBLIC RIGHT OF WAY) BY USE AND OCCUPATION 50.0' NO R T H B E R R Y S T R E E T (P U B L I C R I G H T O F W A Y ) S 0 9 ° 4 9 ' 5 1 " E - 9 1 . 1 5 ' LONE STAR GAS ESMT. VOL. 600, PG. 44 30' R.O.W. DEDICATION (22,168 SQ.FT./0.509 ACRES) 30' R.O.W. DEDICATION (22,168 SQ.FT./0.509 ACRES) 25.0' 25.0' NO R T H K E A T O N R O A D (P U B L I C R I G H T O F W A Y ) CE N T E R L I N E O F N O R T H B E R R Y S T R E E T 25.0' R.O.W. DEDICATION (25' FROM CENTERLINE) (4,691 SQ.FT./0.108 ACRES) CE N T E R L I N E O F A C K E R S T R E E T 25' 60 . 0 ' 30 . 0 ' 30 . 0 ' CE N T E R L I N E O F N O R T H K E A T O N R O A D 30.00' 11.18' 5.52' N 0 0 ° 0 4 ' 1 9 " E 22 7 . 7 9 ' N 0 0 ° 5 3 ' 5 3 " E 21 0 . 9 2 ' N 0 1 ° 3 2 ' 5 1 " E 54 . 6 8 ' N 0 1 ° 2 8 ' 2 4 " E 7 3 8 . 9 4 ' 0 60 120 SCALE: 1" = 60' = RECORD CALL = MEASURED CALL = RIGHT-OF-WAY = POINT OF BEGINNING = POINT OF COMMENCEMENT = CENTER LINE = ADJOINING PROPERTY LINE = BUILDING SETBACK LINE = EASEMENT LINE = PROPERTY LINE (R) (M) R.O.W. P.O.B. P.O.C. LEGEND VICINITY MAP (Not to Scale) SITE FM 455 W KE A T O N R D N W HOLT ST DUCK CREEK RD HIG H W A Y 7 7 / IN T E R S T A T E 3 5 PORTER PL AC K E R S T S 1 0 T H S T Owner / Developer: Sanger Independent School District 601 Elm Street Sanger TX 76266 1-940-458-7438 kteems66@gmail.com Date: 12/18/2024 Sheet: 1 of 2Drawn: CDM Checked: ARC Scale: 1" = 60' FINAL PLAT SANGER MIDDLE SCHOOL LOT 1, BLOCK A 28.791 ACRES 0.768 ACRES OF DEDICATED R.O.W. H. TIERWESTER SURVEY, ABSTRACT NO. 1241 CITY OF SANGER, DENTON COUNTY, TEXAS Engineer: EIKON Consulting Group 1405 W Champan Drive Sanger, TX 76266 1-940-387-0805 mpaz@eikoncg.com ANTHONY RAY CROWLEY R.P.L.S. NO. 6484 CROWLEY SURVEYING FRN:10046500 117 WEST ARCHER STREET JACKSBORO, TX 76458 (469)850-CPLS(2757) acrowley@crowleysurveying.com Distance marked as 292.92 in legal description. Please revise and verify 262 Item 20. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Ryan Nolting, Parks & Recreation Director AGENDA ITEM: Consideration and possible action on approving the 90% construction plans and bid documents to repair leaks to the Porter Sports Park Pond provided by Halff Associates. SUMMARY: Fall, 2023 Staff noticed the Porter Park Pond was not holding a consistent water level. Staff made multiple attempts to fix the leaks in the pond. March 18, 2024, the City entered into an agreement with Halff Associated for construction and bid documents to repair leaks to the Porter Sports Park Pond. In the Halff and Associates agreement, the scope of services provided the following: 1. Project management and coordination; 2. Field Data Collection; 3. Environmental; 4. Design; 5. Bidding; and 6. Construction. FISCAL INFORMATION: Budgeted: Yes Amount: $81,600 GL Account: 32-5343 RECOMMENDED MOTION OR ACTION: Staff recommends approval ATTACHMENTS: City Council Communication Porter Park Pond Rehab Bid Book – 90% Porter Park Pond Rehab Plans – 90% Porter Park Pond Rehab OPCC – 90% 263 Item 21. CLIENT:City of Sanger 1/23/2025 PROJECT:Porter Park Pond Rehabilitation 57185.001 Total Unit Total Item No.Description Unit Quantity Cost Amount 1 Site Preparation Ac 3.00 $5,000.00 $15,000.00 2 Aquatic Resources Relocation Plan (ARRP)LS 1.00 $55,000.00 $55,000.00 3 Care of Water LS 1 $20,000.00 $20,000.00 4 Construction Staking LS 1 $5,000.00 $5,000.00 5 Removing Rock Rip Rap (Grouted and Ungrouted)SY 19 $15.00 $285.00 6 Removing Headwall (Variable Size)EA 1 $500.00 $500.00 7 Removing Storm Drain Pipe (Variable Size)LF 77 $30.00 $2,310.00 8 Remove, Salvage and Reinstall Pond Fountain, Controller, and Pump EA 1 $2,000.00 $2,000.00 9 Remove, Salvage, Reinstall Existing Dock LS 1 $10,000.00 $10,000.00 10 Unclassified Excavation CY 6,204 $20.00 $124,080.00 11 Spoil CY 6,204 $20.00 $124,080.00 12 Borrow (Pond Liner)CY 4,029 $40.00 $161,160.00 13 4 Inch Riprap (Conc) (RR8&RR9) (TxDOT Standard)SY 153 $165.00 $25,245.00 14 18 Inch HDPE Pipe LF 29 $120.00 $3,480.00 15 24 Inch HDPE Pipe LF 39 $135.00 $5,265.00 16 Sloped End Treatment Headwall EA 2 $3,000.00 $6,000.00 Subtotal - Section I - Site Preparation, Grading, Paving, and General $559,405.00 1 SWPPP LS 1 $5,000.00 $5,000.00 2 Hydromulch Seeding with Retention Blanket SY 7,473 $6.00 $44,838.00 Subtotal - Section II - Erosion Control $49,838.00 1 Irrigation Repairs and Modifications LS 1 $5,000.00 $5,000.00 2 Tree Protection EA 3 $350.00 $1,050.00 Subtotal - Section III - Landscape and Irrigation $6,050.00 Subtotal Construction Cost $615,293.00 Mobilization (10%)$61,529.30 Subtotal Construction Cost + Mobilization $676,822.30 10% Contingency $67,682.23 4% Inflation $29,780.18 Total Construction Cost $774,284.71 Rounded Total $775,000.00 This statement was prepared utilizing standard cost estimate practices. It is understood and agreed that this is an estimate only, and that Engineer shall not be liable to Owner or to a third party for any failure to accurately estimate the cost of the project, or any part thereof. Section III - Landscape and Irrigation Section II - Erosion Control Section I - Site Preparation, Grading, Paving, and General HALFF ASSOCIATES, Inc. 2601 Meacham Boulevard, Suite 600 Fort Worth, Texas 76137 (817) 847-1422 BUDGET OPINION OF PROBABLE CONSTRUCTION COST 264 Item 21. PROJECT MANUAL FOR CITY OF SANGER, TEXAS PORTER PARK POND REHABILITATION PORTER SPORTS PARK 2100 IH-35 FRONTAGE RD SANGER, TX 76266 Prepared by: Halff 2601 Meacham Boulevard, Suite 600 Fort Worth, Texas 76137 Parks and Recreation City of Sanger 201 Bolivar Street Sanger, Texas 76266 January 23, 2025 265 Item 21. TABLE OF CONTENTS SECTION AB Advertisement for Bids SECTION IB Instructions to Bidders SECTION PF Proposal Form SECTION QF Qualifications Form SECTION EF Ethics From SECTION VC Vendor Compliance Form SECTION CC Contractor Compliance Form SECTION CA Contract Agreement SECTION IF Insurance Form SECTION PrB Performance Bond SECTION PyB Payment Bond SECTION MB Maintenance Bond SECTION BP Contractor’s Affidavit of Bills Paid SECTION GP General Provisions SECTION SP Special Provisions SECTION T Technical Specifications SECTION T-1 General SECTION T-2 Porter Park Pond Rehabilitation – Technical Data APPENDIX Geotechnical Report 117-24-360 Sample of Texas Sales Tax Exemption Certificate Addenda Construction Documents 266 Item 21. SECTION AB ADVERTISEMENT FOR BIDS 267 Item 21. SECTION AB ADVERTISEMENT FOR BIDS ADVERTISEMENT FOR BIDS City of Sanger 1. Sealed bids in duplicate addressed to the City of Sanger, Texas for Porter Park Pond Rehabilitation, for the City of Sanger, Texas, hereinafter called the "the Project" to be constructed in accordance with the plans, specifications and contract documents prepared by Halff will be received at the office of the Director of Parks and Recreation of the City of Sanger, Texas, at 201 Bolivar Street, Sanger, Texas 76266, until TIME on DATE. Bids received by the appointed time will be opened thereafter and read aloud. Any bids received after closing time will be returned unopened. 2. A Pre-Bid Conference will be held at TIME on DATE, at the Sanger Parks and Recreation offices at 201 Bolivar Street, Sanger, Texas 76266. As part of the Pre-Bid Conference, City representatives will escort prospective bidders to the Project site after a general question and answer session is completed. The Pre-Bid Conference is not mandatory; however, anyone submitting a bid without attending the Pre-Bid Conference may fail to obtain information relating to the Project that may impact the requirements of this bid, resulting in the bid being non-responsive and rejected as non-conforming. All questions regarding the Project related to the plans or the Pre-Bid Conference shall be submitted to Ryan Nolting with the City of Sanger, (rnolting@sangertexas.org). No questions will be answered within 48 hours of bid opening. 3. Each bidder shall place on the outside of the envelope in which the bid is contained, the following words: Porter Park Pond Rehabilitation City of Sanger, Texas 4. As a guarantee that a bidder will enter into a contract and execute Payment, Performance and Maintenance Bonds within seven (7) days after notice of award of contract to the bidder, all bids shall be accompanied by (i) a cashier's check or certified check in the amount not less than five percent (5%) of the total maximum bid price drawn upon a national or state bank and payable without recourse to the City of Sanger, or (ii) a bid bond in the amount of five percent (5%) of the submitted bid from a reliable surety company. 5. Plans, specifications and bidding documents may be examined or purchased from the Halff Fort Worth office beginning at TIME, DATE, upon payment of a non-refundable fee of One Hundred Dollars ($100.00) per set, payable to Halff. The Halff Fort Worth office is located at 2601 Meacham Boulevard, Suite 600, Fort Worth, TX 76137. Office Phone: (817) 764- 7436. AB-1 268 Item 21. 6. Contract Documents are on file and may be examined without charge in the Halff Fort Worth Office. They may also be available at plan centers. 7. The right is reserved by the City to reject any and all bids and to waive any informality in bids received. The City reserves the right to select any bid or combination of bids that will best serve the interests of the City. 8. The Bidder (Proposer) must supply all the information required by the Proposal Form. 9. A Performance Bond, Payment Bond and Maintenance Bond will be required by the City; each bond shall be in the amount of 100% of the total contract amount. The Maintenance Bond shall be active for a period of two (2) years from the time of final acceptance of the Project. 10. No officer or employee of the City of Sanger shall have a financial interest, direct or indirect, in any contract with the City of Sanger. END OF SECTION AB-2 269 Item 21. SECTION IB INSTRUCTIONS TO BIDDERS 270 Item 21. SECTION IB INSTRUCTIONS TO BIDDERS PROJECT: Porter Park Pond Rehabilitation 1. PROJECT DESCRIPTION: The Project consists of the rehabilitation of Porter Park Pond, a retention facility located at the southern end of Sanger Sports Park experiencing abnormal water level loss. The elements of the project include, but are not limited to: excavating, storm drainage improvements, grading, park signage, aquatic species relocation, irrigation repairs and modifications, and erosion control. All existing utilities shall be located/secured/relocated as necessary before ANY grading or demolition begins. Contractor shall notify City if any utilities differ from their locations on the plans. Refer to the plans for the location of the Project. SWPPP permit must be acquired and implemented prior to ANY grading or demolition activity. 2. There will be a pre-bid conference on DATE at TIME at the Sanger Parks and Recreation offices at 201 Bolivar Street, Sanger, Texas 76266. 3. BIDS: Bids must be in accordance with these instructions in order to receive consideration. 4. BIDDING DOCUMENTS: Bidding Documents include the Bidding Requirements, General Provisions, Special Provisions, Technical Specifications (including documents included in the Appendix), and Drawings plus Addenda which may be issued by the City of Sanger during the bidding period. Bidding Documents may be viewed and/or obtained under the terms and conditions set forth in the Advertisement for Bids, Section AB of this Project Manual. 5. EXAMINATION OF BIDDING DOCUMENTS AND SITE: Bidders shall carefully examine the Bidding Documents and the Project site to obtain first-hand knowledge of the scope and conditions of the Work. Each Contractor, Bidder and any prospective subcontractor, by submitting a bid to perform any portion of the Work, represents and warrants that he has examined the Drawings/Site Plan, Specifications (Project Manual) and the site of the Work, and from his own investigation has satisfied himself as to the scope, accessibility, nature and location of the Work; the character of the equipment and other facilities needed for the performance of the Work; the character and extent of other work to be performed; the local conditions; labor availability, practices and jurisdictions and other circumstances that may affect the performance of the Work. No additional compensation will be allowed by the City for the failure of such Contractor/Successful Bidder and subcontractor to inform himself as to conditions affecting the Work. Bidders may gain access to the site of the Work by contacting the City’s Parks and Recreation Department at 940-458-2718. IB-1 271 Item 21. 6. INTERPRETATION OF DOCUMENTS: Any person considering submitting a bid for the Project may submit to the City a written request for interpretation or clarification regarding any part of the Drawings, Site Plan, Specifications (Project Manual) no later than Forty-Eight (48) hours prior to the date set for opening bids. Bidders should act promptly and allow sufficient time for a reply to reach them before preparing their bids. Any interpretation or clarification will be in the form of an Addendum duly issued. No alleged verbal interpretations of ruling will be held binding upon the City. 7. SUBSTITUTIONS: Conditions governing the submission of substitutions for specific materials, products, equipment and processes are in the Special Provisions. 8. ADDENDA: Interpretations, clarifications, additions, deletions and modifications to the Documents during the bidding period will be issued in the form of Addenda, and a copy of each Addenda will be emailed, faxed or delivered to each person who has been issued a set of the Bidding Documents and the Contract Document, and receipt of addenda shall be acknowledged in the Bid Form. All such interpretations and supplemental instruction(s) will be in the form of written addenda to the contract document which, if issued, will be emailed, faxed or hand delivered to all prospective bidders (at the respective addressed furnished for such purposes by the bidders) not later than twenty- four (24) hours prior to the date and time fixed for the opening of bids. If any bidder fails to acknowledge the receipt of such addenda in the space provided in the bid form, his bid will nevertheless be construed as though the receipt of such addenda has been acknowledged. 9. COMPLETION TIME: A reasonable completion time has been established by the City and is indicated in the Instruction to Bidders, number 17. 10. PREPARATION FOR BIDS: Prices quoted shall include all items of costs, expenses, taxes, fees and charges incurred, or arising out of the performance of the work to be performed under the Contract. Bids shall be submitted in duplicate and shall be signed in ink. Any bid on other than the required form will be considered informal and may be rejected. Erasures or other changes in a bid must be explained or noted over the initials of the bidder. Bids containing any conditions, omissions, unexplained erasures and alterations, or irregularities of any kind may be rejected as informal. The prices should be expressed in words and figures or they may be deemed informal and may be rejected. In case of discrepancy between the prices written in the bid and those given in figures, the price in writing will be considered as the bid. Failure to submit all requested information will make a bid irregular and subject to rejection. Bids shall be signed with name typed or printed below signature, and, if a partnership, give full name of all partners. Where bidder is a corporation, bids must be signed with the legal name of the corporation followed by the name of the state of incorporation and the legal signature of an officer authorized to bind the corporation to a contract. IB-2 272 Item 21. 11. SUBMITTAL OF BIDS: Sealed bids will be received at the time, date, and place stated in the Advertisement for Bids. Bids shall be made on unaltered Bid Forms furnished by the City. Bids must be submitted in an opaque, sealed envelope addressed to the City and plainly marked on the outside of the envelope with the Project name and the name and address of the bidder. A Bid Bond must be completed and signed by each bidder and submitted with the bid. Submit bids by mail or in person prior to the time for receiving bids set forth in the Advertisement for Bids issued by the City. Bids must actually be received in the Office of the Parks and Recreation office before the time of the bid opening. 12. MODIFICATIONS AND WITHDRAWAL OF BIDS: Prior to the time set for bid opening, bids may be withdrawn or modified. Bids may be modified only on the official bid form and must be signed by a person legally empowered to bind the bidder. No bidder shall modify, withdraw or cancel his bid or any part thereof for sixty (60) calendar days after the receipt and opening of the bids. 13. DISQUALIFICATIONS: The City reserves the right to disqualify proposals before or after the opening, upon evidence of collusion with intent to defraud or other illegal practices relating to this proposal on the part of the bidder. 14. SUBMISSION OF POST-BID INFORMATION: Upon notification of acceptance, if requested by the City, the selected bidder shall submit the following within five (5) calendar days: l. A designation of the portions of the Work proposed to be performed by the bidder with his own force: 2. A list of names of the subcontractors or other persons or organizations, including those who are to furnish materials and equipment fabricated to a special design proposed for such portions of the Work as may be designated in the Bidding Documents or as may be requested by the City. The bidder will be required to establish to the satisfaction of the City the reliability and responsibility of the proposed Subcontractors and suppliers to furnish and perform the Work. 15. AWARD: The City reserves the right to accept any or to reject any and all bids without compensation to bidders and to waive irregularities and informalities. The City, in reviewing the bids, will consider the following elements: 1. Whether the bidder is a contractor with experience in the type of work involved. 2. Whether the bidder has adequate plant, equipment and personnel to perform the work properly and expeditiously. 3. Whether the bidder has a suitable financial status and reputation for meeting obligations incident to work of the kind specified. 4. Whether the bidder has met the timeline specified in the project specifications. IB-3 273 Item 21. 16. EXECUTION OF THE CONTRACT: The successful bidder will be required to enter into a contract with the City within seven (7) calendar days of notice by the City that his bid has been accepted. Failure to enter into a contract within the established time limit without proper justification shall be considered grounds for forfeiture of the bid bond. 17. CONSTRUCTION SCHEDULE: It is the City's desire to have the Project completed and operational in as short a time as possible. The number of calendar days for completion of the Project will begin with the date specified in the Notice to Proceed. The Notice to Proceed will be issued in a manner to facilitate smooth construction of the Project. The Contractor shall begin construction within seven (7) calendar days of the issuance of the Notice to Proceed. The Contractor shall complete construction within eighty-five (85) calendar days from the date of beginning specified in the Notice to Proceed. 18. LIQUIDATED DAMAGES: The time of completion is of the essence for this contract. For each calendar day that any work shall remain uncompleted after the time specified in the bid and the contract, or the increased time granted by the City, as equitably increased by additional work or materials ordered after the Contract is signed, the sum per day given in the following schedule may be deducted from the monies due the Contractor: $500 per Calendar Day The sum of money thus deducted for such delay, failure or non-completion is not to be considered as a penalty, but shall be deemed, taken and treated as reasonable liquidated damages, per calendar day that the Contractor shall be in default after the time stipulated in the Contract for completing the Work. The said amounts are fixed and agreed upon by and between the City and Contractor because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages to the City in such event would sustain and which shall be retained from the monies due, or that may become due, the Contractor under this Contract; and if said monies be insufficient to cover the amount owing, then the Contractor or his surety shall immediately pay any additional amounts due. If the Contractor finds it impossible, for reasons beyond his control, to complete the work within the contract time as specified, the Contractor may make a written request for an extension of time in accordance with the General Provisions. 19. FORM OF CONTRACT: The contract for the construction of the Project will be drawn up by the City. A sample form of agreement is included in the Contract Agreement Section. 20. BONDS: A Performance Bond, Payment Bond, Maintenance Bond and an Affidavit of Bills Paid will be required by the City. Sample forms have been included in the PrB, PyB, MB and BP sections. IB-4 274 Item 21. 21. BID SECURITY: As a guarantee that a bidder will enter into a contract and execute Payment, Performance and Maintenance Bonds within seven (7) days after notice of award of contract to bidder, all bids shall be accompanied by (i) a cashier's check or certified check in an amount not less than five percent (5%) of the total maximum bid price drawn upon a national or state bank, and payable without recourse to the City of Sanger, or (ii) a bid bond in the same amount of five percent (5%) of the submitted bid from a reliable surety company. Such checks or bid bonds will be returned sixty (60) calendar days after the date of the opening of bids, upon demand of the bidder at any time thereafter, so long as he has not been notified of the acceptance of this bid. 22. RESOLUTIONS: If the bidder is a corporation, a copy of the resolution empowering the person submitting the bid to bind the bidder must be included with the bid. 23. CONSTRUCTION STAKING: Construction staking will not be provided by the City. Construction staking is required and will be paid for by the Contractor. 24. FINAL PAYMENT: The general provisions for Final Payment shall be as stated in the North Central Texas Council of Governments Standard Specifications for Public Works Construction (Newest Edition) including all Amendments and Additions. Prior to final payment the Contractor shall provide the City with the following items: 1. A Contractor's Affidavit of Bills Paid in accordance with Section BP. 2. A Consent of Surety Company to Final Payment. 3. Two copies of all O & M manuals to include all factory warranties. 4. Two copies of all submittals. 5. Onsite training of any mechanical equipment. 6. All as-built plans redlined as outlined in Section SP, 4, Shop Drawings. 25. INSURANCE: The Contractors' Certificate of Insurance shall include the following provisions: A. Contractor shall, during the term of this Agreement, maintain in full force and effect the following insurance. 1) a comprehensive general liability policy of insurance covering bodily injury, death and property damage including the property of the City, its officers, contractors, agents and employees insuring against all claims, demands or actions relating to the work and services provided pursuant to this Agreement with minimum limits on a per project basis of not less than One Million Dollars ($1,000,000) combined single limit and Two Million Dollars ($2,000,000) aggregate, including products and IB-5 275 Item 21. completed operations coverage and Personal and Advertising Injury with a minimum per occurrence limit of One Million Dollars ($1,000,000). This policy shall be primary to any policy or policies carried by or available to the third party; 2) a policy of automobile liability insurance covering all operations of Contractor pursuant to this Agreement involving the use of motor vehicles, including all owned, non-owned and hired vehicles with minimum limits of not less than One Million Dollars ($1,000,000) combined single limit for bodily injury, death and property damage liability; and 3) statutory Worker’s Compensation Insurance at the statutory limits. B. All insurance and certificate(s) of insurance shall contain the following provisions: 1) name City, its officers, and employees as additional insureds as to all applicable coverage with the exception of Workers Compensation Insurance; and 2) provide for at least thirty (30) days prior written notice to City for cancellation or non-renewal of the insurance; and 3) provide for a waiver of subrogation against the City for injuries, including death, property damage, or any other loss to the extent the same is covered by the proceeds of insurance. Contractor shall provide written notice to City of any material change of or to the insurance required herein. C. All insurance companies providing the required insurance shall be authorized to transact business in Texas and rated at least “A: VIII” by AM Best or other equivalent rating service. D. A certificate of insurance evidencing the required insurance and all endorsements shall be delivered to City not later than seven (7) days after being notified of award of the Agreement for the Project. 26. WORKERS COMPENSATION: The Contractor shall meet all the conditions regarding Workers' Compensation Insurance Coverage as set forth in the Special Provisions. END OF SECTION IB-6 276 Item 21. SECTION PF PROPOSAL FORM 277 Item 21. PROPOSAL FORM __________ ____,2025 TO: The Honorable Mayor and City Council City of Sanger, Texas RE: City of Sanger Porter Park Pond Rehabilitation Gentlemen/Ladies: The undersigned bidder, having examined the plans, specifications, contract documents, and the location of the proposed work, and being fully advised as to the extent and character of the work proposes to furnish all equipment and to perform labor and work necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract Documents for the following prices, to wit: Signed by: ___________________________________ Title:_______________________________________ PF-1 278 Item 21. CITY OF SANGER, TEXAS PORTER PARK POND REHABILITATION BASE BID SCHEDULE Item No. Estimated Bid Quantity Unit Description & Unit Price in Words Unit Price in Figures Total Amount SI-1 3.0 Ac Site Preparation, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI-2 1 LS Aquatic Resources Relocation Plan (ARRP), complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI-3 1 LS Care of Water, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI-4 1 LS Construction Staking, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI-5 19 SY Removing Rock Rip Rap (Grouted and Ungrouted), complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI-6 1 EA Removing Headwall (Variable Size), complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents PF-2 279 Item 21. CITY OF SANGER, TEXAS PORTER PARK POND REHABILITATION BASE BID SCHEDULE Item No. Estimated Bid Quantity Unit Description & Unit Price in Words Unit Price in Figures Total Amount SI-7 77 LF Removing Storm Drain Pipe (Variable Size), complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI-8 1 EA Remove, Salvage and Reinstall Pond Fountain, Controller, and Pump, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI-9 1 LS Remove, Salvage, Reinstall Existing Dock, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI- 10 6,204 CY Unclassified Excavation, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI- 11 6,204 CY Spoil, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI- 12 4,029 CY Borrow (Pond Liner), complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents PF-3 280 Item 21. CITY OF SANGER, TEXAS PORTER PARK POND REHABILITATION BASE BID SCHEDULE Item No. Estimated Bid Quantity Unit Description & Unit Price in Words Unit Price in Figures Total Amount SI- 13 153 SY 4 Inch Riprap (Conc) (RR8&RR9) (TxDOT Standard), complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI- 14 29 LF 18 Inch HDPE Pipe, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI- 15 39 LF 24 Inch HDPE Pipe, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SI- 16 2 EA Sloped End Treatment Headwall, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SII-1 1 LS SWPPP, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SII-2 7,473 SY Hydromulch Seeding with Retention Blanket, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents PF-4 281 Item 21. CITY OF SANGER, TEXAS PORTER PARK POND REHABILITATION BASE BID SCHEDULE Item No. Estimated Bid Quantity Unit Description & Unit Price in Words Unit Price in Figures Total Amount SIII- 1 1 LS Irrigation Repairs and Modifications, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents SII-2 3 EA Tree Protection, complete per unit $__________ $__________ ____________________________________ ____________________________Dollars & ____________________________Cents PF-5 282 Item 21. ACKNOWLEDGMENT OF ADDENDA: The Bidder acknowledges receipt of the following addenda: ADDENDUM No. 1: _________________ ADDENDUM No. 2: _________________ ADDENDUM No. 3: _________________ ADDENDUM No. 4: _________________ ADDENDUM No. 5: _________________ PF-6 283 Item 21. TOTAL AMOUNT BID FOR BASE BID SCHEDULE MATERIALS AND SERVICES $______________________ BASE BID SCHEDULE, INCLUSIVE ___________________________________________________DOLLARS ___________________________________________________CENTS The substantial completion time for this Contract is eighty-five (85) calendar days. PF-7 284 Item 21. NOTES: 1. All items, labor, materials, equipment, facilities, additional mobilizations, incidentals and work required for construction of the Project are to be provided and included by the Contractor as part of the Project and payment for the cost of such shall be included in the price bid for the construction of the Project. 2. Removal and disposal of any and all material shall be included in the bid item for removal. 3. Prices must be shown in words and figures for each item listed per unit in this proposal. In the event of a discrepancy, the words shall control. 4. Materials, which are "tax exempt," are those items which are physically incorporated into the facilities constructed for the City, as set forth in the Special Provisions. 5. Services, which are "not tax exempt," are those items which are used by the Contractor but are not physically incorporated into the City’s facility and/or items which are consumed by construction, as set forth in the Special Provisions. Services include, but are not limited to, items such as supplies, tools, skill and labor, the purchase, rental or lease of equipment, etc. 6. Contractor shall provide City with breakdown of materials and services upon request by City, for pay estimate purposes. PF-8 285 Item 21. BIDDER is: An Individual By ________________________________________________________________(Seal) (Individual's Name) Doing business as: Business address: Phone No. A Partnership By________________________________________________________________(Seal) (Firm Name) (General Partner) Doing business as: Business address: Phone No. PF-9 286 Item 21. A Corporation By (Corporation Name) (State of Incorporation) By (Name of Person Authorized to Sign) (Title) (Corporate Seal) Attest (Secretary) Business address: Phone No. A Joint Venture By (Name) (Address) By (Name) (Address) (Each joint venturer must sign. The manner of signing for each individual, partnership and corporation that is a party to the joint venture should be in the manner indicated above.) END OF SECTION PF-10 287 Item 21. SECTION QF QUALIFICATIONS FORM (SAMPLE) 288 Item 21. QF-1 289 Item 21. QF-2 290 Item 21. QF-3 291 Item 21. QF-4 292 Item 21. END OF SECTION QF-5 293 Item 21. SECTION EF ETHICS FORM (SAMPLE) END OF SECTION EF-1 294 Item 21. SECTION VC VENDOR COMPLIANCE TO STATE LAW FORM END OF SECTION VC - 1 295 Item 21. SECTION CC CONTRACTOR COMPLIANCE TO TEXAS SALES TAX CODE FORM 296 Item 21. CONTRACTOR COMPLIANCE TO TEXAS SALES TAX CODE Comply with all requirements of the Texas Sales Tax Code. The Contractor hereby certifies that the Contract Amount is divided as follows: Material incorporated into the Project (resold to the Owner as defined in Tax Code) $_____________________________ All other charges and costs $_____________________________ Total * $_____________________________ * The total amount must equal the total amount of the Contract. CONTRACTOR: _____________________________ By:_____________________________ Company (signature of authorized person) _____________________________ Title:____________________________ Address _____________________________ City State Zip THIS FORM SHALL BE EXECUTED AT TIME OF EXECUTION OF CONTRACT AND MADE PART OF THE CONTRACT. END OF BID FORM CC-1 297 Item 21. SECTION CA CONTRACT AGREEMENT 298 Item 21. SECTION CA AGREEMENT FOR CONSTRUCTION SERVICES STATE OF TEXAS § § COUNTY OF DENTON § THIS AGREEMENT FOR CONSTRUCTION SERVICES (“Agreement”) is made and entered into this ___ day of ______, 2025, by and between the City of Sanger, acting through its City Manager, thereunto duly authorized to do so, Party of the First Part, hereinafter termed the City, and _____________ of the City of __________, County of __________State of __________, Party of the Second Part, hereinafter termed Contractor. WITNESSETH: For and in consideration of the payment and agreement hereinafter mentioned, to be made and performed by the City, the said Contractor, hereby agrees with City to commence and complete construction of certain improvements as follows: City of Sanger, Texas Porter Park Pond Rehabilitation Base Bid $____________________ Total Construction Price: $____________________ and all extra work in connection therewith, under the terms as stated in the General and Specific Conditions of this Agreement; and at Contractor’s own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction, in accordance with the conditions and prices stated in the Bid attached hereto and in accordance with the Advertisement for Bids, Instructions to Bidders, General Provisions, Special Provisions, Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared by the City, each of which has been identified by the endorsement of the Contractor and the City thereon, together with the Contractor's written Bid, all of which are made a part hereof and collectively evidence and constitute the entire Agreement. Contractor hereby agrees to commence work no later than seven (7) calendar days after the date of written notice to proceed, and to complete the work within eighty-five (85) calendar days measured from the first day work commences subject to such extensions of time as are provided by the General Provisions. CA-1 299 Item 21. The Project should be considered substantially complete when all of the items within the Agreement are completed. The two-year warranty on all materials, workmanship and the two-year Maintenance Bond shall commence upon final acceptance by the City. City agrees to pay the Contractor the Construction Price in current funds for the performance of the Agreement subject to additions and deductions, as provided in this Agreement and any Change Orders made subsequent hereto. City and Contractor acknowledge and agree that Contractor is an independent contractor and shall not be deemed to be or considered an employee of the City for the purposes of income tax, withholding, social security taxes, vacation or sick leave benefits, worker’s compensation or any other City employee benefit. City shall not have supervision and control of Contractor or any employee of Contractor, and it is expressly understood that Contractor shall perform the services hereunder according to this Agreement. No mechanic, contractor, material men, artisan, laborer, or subcontractor, whether skilled or unskilled, including Contractor, shall ever in any manner have, claim, or acquire any lien upon the Project of whatever nature or kind so erected or to be erected by virtue of this Agreement, nor upon any of the land upon which said improvements are so erected, built, or situated, such property being public property belonging to a political subdivision of the State of Texas. Default, Termination and Remedies: If the Contractor defaults or neglects to carry out the work required under this Agreement as specified herein, the City may, (i) after seven (7) days written notice to the Contractor, and without prejudice to any other remedy City may have, make good such deficiencies (if Contractor has failed to do so by the end of said seven (7) day period) and may deduct the cost thereof from any payments then or thereafter due to the Contractor or (ii) at City’s option may terminate the Agreement and take possession of the site and all materials, equipment, tools and construction equipment and machinery thereof owned by the Contractor and may finish the work by whatever method the City deems expedient and necessary. If the expense of completion of the work performed hereunder exceeds any unpaid balance properly due the Contractor, then the Contractor shall pay the difference to the City. Except where otherwise stipulated in this Agreement, the Contractor shall warrant all materials and workmanship furnished under this Agreement for a period of two (2) years after the date of final acceptance and shall repair and make good, without expense to the City, any and all defects in his work which may develop within that time. City shall not be liable for any loss, damage, or injury of any kind or character to any person or property arising from the services of Contractor pursuant to this Agreement. Contractor hereby waives all claims against City, its officers, agents and employees (collectively referred to in this paragraph as “City Parties”) for damage to any property or injury to, or death of, any person arising at any time and from any cause other than the negligence or willful misconduct of a City Party or breach of City’s obligations hereunder. Contractor agrees to indemnify and save harmless the City Parties from and against any and all liabilities, damages, claims, suits, costs (including court costs, attorneys’ fees and costs of investigation) and actions of any kind by reason of injury to or death of any person or damage to or loss of CA-2 300 Item 21. property to the extent caused by Contractor’s negligent performance of services under this Agreement or by reason of any negligent act or omission on the part of Contractor, its officers, directors, servants, employees, representatives, consultants, licensees, subcontractors, successors or permitted assigns (except when such liability, claims, suits, costs, injuries, deaths or damages arise from or are attributed to negligence of a City Party, in whole or in part, in which case Contractor shall indemnify the City Parties only to the extent or proportion of negligence attributed to contractor as determined by a court or other forum of competent jurisdiction). Contractor’s obligations under this section shall not be limited to the limits of coverage of insurance maintained or required to be maintained by Contractor under this AGREEMENT. This provision shall survive the termination of this AGREEMENT. Contractor shall procure and maintain at all times, in full force and effect, a policy or policies of insurance to provide coverages as specified herein, which policies shall (i) except for the worker’s compensation policies, be endorsed to name the City of Sanger as additional insureds (ii) be endorsed to waive all rights of subrogation against the City and (iii) cover all public risks related to this Agreement as specified in the North Central Texas Council of Governments Public Works Construction Standards, ITEM 103.4 Insurance. The laws of the State of Texas shall govern this Agreement and exclusive venue for any disputes arising hereunder shall be in a state court of competent jurisdiction in Denton County, Texas. City and Contractor respectively bind themselves, their officers, employees, directors, agents, partners, successors, assigns and legal representatives to the other party hereto and to partners, successors, assigns and legal representatives of such other party in respect to covenants, agreements and obligations contained in this Agreement. Neither party to this Agreement shall assign this Agreement, either in whole or in part, without written consent of the other. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under this Agreement. BOYCOTTING ISRAEL: Contractor verifies that it does not Boycott Israel, and agrees that during the term of this Agreement will not Boycott Israel as that term is defined in Texas Government Code Section 808.001, as amended. CA-3 301 Item 21. No notice is effective until the writing containing the notice is placed in the hand of the representative of the party receiving the notice by hand delivery or is postmarked by certified, return receipt requested, U.S. Mail, to the following addressees: City: Contractor: City of Sanger ____________________________________ Attn: City Manager ____________________________________ 502 Elm Street ____________________________________ Sanger, Texas 76266 ____________________________________ IN WITNESS HEREOF, the parties of these presents have executed this AGREEMENT in the year and day first above written. CITY OF SANGER ATTEST: (City) By:______________________________ _____________________________ John Noblitt Kelly Edwards City Manager City Secretary _________________________________ ATTEST: (Contractor) By:______________________________ By:______________________________ Name (print):______________________ Name (print):______________________ Title:_____________________________ Title:_____________________________ The following to be executed if the Contractor is a corporation: I, _______________________________ certify that I am the secretary of the corporation named as Contractor herein; that __________________________, who signed this Agreement on behalf of the Contractor is the ______________ (official title) of said corporation; that said Agreement was duly signed for and in behalf of said corporation by authority of its governing body, and is within the scope of its corporate powers. Signed:_____________________________ Corporate Seal END OF SECTION CA-4 302 Item 21. SECTION IF INSURANCE FORM 303 Item 21. INSERT INSURANCE FORM HERE 304 Item 21. SECTION PrB PERFORMANCE BOND 305 Item 21. SECTION PrB PERFORMANCE BOND STATE OF TEXAS § § COUNTY OF DENTON § KNOW ALL MEN BY THESE PRESENTS: THAT WE,____________________________________, of the City of__________, County of__________, State of __________ hereinafter called Principal, and_________________________________, a corporate surety/sureties, duly authorized to do business in the State of Texas, hereinafter called surety (whether one or more), are held and firmly bound unto the City of Sanger, a Texas home rule municipality, in the amount of ___________ Dollars, $__________, for the payment whereof we do hereby bind ourselves, our heirs, administrators, executors, successors, assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the City of Sanger, dated the __________ day of __________, 2025, to furnish all materials, equipment, labor, supervision and other accessories necessary for the construction of certain improvements, to wit: City of Sanger, Texas Porter Park Pond Rehabilitation in the City of Sanger, Texas and as more particularly described and designated in said contract which is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein: NOW THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform said contract and shall in all respects duly and faithfully observe and perform all and singular the covenants, conditions and agreements in and by said contract, agreed and covenanted by the Principal to be observed and performed, and according to the true intent and meaning of said contract and the plans and specifications therein referred to, and as well during any period of extension of said contract that may be granted on the part of the City of Sanger, Texas, as during the original terms of same, then this obligation shall be and become null and void, otherwise, to remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in a state court of competent jurisdiction in Denton County, Texas. AND, that said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work performed thereunder, or the plans, specifications, drawings, etc. accompanying same shall in any way affect its obligation on this Bond; and it does hereby waive notice of any such change, extension of time, alteration PrB-1 306 Item 21. or addition to the terms of the contract or to the work to be performed thereunder. This bond is executed in compliance with the provisions of Chapter 2253 of the Texas Government Code as amended by Acts of the 73rd Legislature, 1993. IN WITNESS WHEREOF, the Principal and Surety have signed this instrument by duly authorized agents and officers and affixed corporate seals hereto at the City of Sanger, County of Denton, State of Texas, on this the _____ day of __________, 2025. * * DATE OF BOND MUST NOT BE EARLIER THAN DATE OF CONTRACT * * ATTEST: _________________________________________ PRINCIPAL ______________________________________ _________________________________________ Secretary By ____________________________________ SURETY END OF SECTION PrB-2 307 Item 21. SECTION PyB PAYMENT BOND 308 Item 21. PAYMENT BOND STATE OF TEXAS § § COUNTY OF DENTON § KNOW ALL MEN BY THESE PRESENTS: THAT WE, _______________________ , of the City of _____________ , County of ______________ , State of Texas, hereinafter called Principal, and _________________________________, a corporate surety/sureties, duly authorized to do business in the State of Texas, hereinafter called surety (whether one or more), are held and firmly bound unto the City of Sanger, a Texas home rule municipality, workmen, laborers, mechanics, furnishers of materials, and claimants supplying labor and materials as defined in Chapter 2253 of the Texas Government Code as amended , as their interest may appear, all of whom shall have the right to sue upon this bond, in the penal sum of ______________________________________, for the payment whereof we do hereby bind ourselves, our heirs, administrators, executors, successors, assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a certain written contract with the City of Sanger, dated the ____ day of _________________, to furnish all materials, equipment, labor, supervision and other accessories necessary for the construction of certain improvements, to wit: City of Sanger Porter Park Pond Rehabilitation in the City of Sanger, Texas and as more particularly described and designated in said contract which is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein: NOW THEREFORE, the condition of this obligation is such that if the said Principal shall pay all claimants (as defined in Chapter 2253 of the Texas Government Code, as amended) supplying labor and material to him or sub-contractor in the prosecution of the work provided for in said contract, all monies to them owing by Principal for sub-contracts, work, labor, and materials done and furnished for the construction of such improvements for the City of Sanger, then this obligation shall be and become null and void, otherwise, to remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in a state court of competent jurisdiction in Denton County, Texas. AND, that said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work performed thereunder, or PyB-1 309 Item 21. the plans, specifications, drawings, etc. accompanying same shall in any way affect its obligation on this Bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder. This bond is executed in compliance with the provisions of Chapter 2253 of the Texas Government Code as amended. IN WITNESS WHEREOF, the Principal and Surety have signed this instrument by duly authorized agents and officers and affixed corporate seals hereto at the City of Sanger, County of Denton, State of Texas, on this the day of , 20 . * * * * DATE OF BOND MUST NOT BE EARLIER THAN DATE OF CONTRACT * * * * ATTEST: PRINCIPAL By Title Title SURETY Title END OF SECTION PyB-2 310 Item 21. SECTION MB MAINTENANCE BOND 311 Item 21. SECTION MB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DENTON That as principal and , a corporation organized under the laws of and as sureties, and sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto the City of Sanger, a Texas home rule municipality (“City”) , the sum of: ($ ) for the payment of which sum will and truly be made unto City and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally. This obligation is conditioned, however, that whereas said entered on or about ______________, 2025, into a written contract with City to build and construct the following Project: City of Sanger Porter Park Pond Rehabilitation (“the Contract”) which contract and the Plans and Specifications therein mentioned adopted by City, are hereby expressly made a part hereof as though the same were written and embodied herein. WHEREAS, in the Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and performed for a period of two (2) years from the date of acceptance of the Project by City, and to do and perform all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and perform all work and repair any defective condition growing out of or arising from the improper joining of same, or on account of any breaking of the same caused by Contractor in laying or building the same, or on account of any defect arising in any of said part of said work laid or constructed by Contractor, or on account of improper excavation or backfilling; it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor performed by Contractor; and in case Contractor shall fail to do so, it is MB-1 312 Item 21. agreed that City may do said work and supply such materials, and charge same against Contractor and sureties on this obligation, and Contractor and sureties hereon shall be subject to the liquidated damages mentioned in the Contract for each day’s failure on its part to comply with the terms of said provisions of the Contract; NOW THEREFORE, if Contractor shall keep and perform its said agreement to maintain said work and keep the same in repair for the said maintenance period of two (2) years, as provided, then these presents shall be null and void and have no further effect; but if default shall be made by Contractor in the performance of its contract to so maintain and repair said work, then these presents shall have full force and effect, and City shall have and recover from Contractor and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation shall be a continuing one against the principal and sureties hereon and that successive recoveries may be had hereon for successive breaches until the full amount shall have been exhausted; and it is further understood that the obligation herein to maintain said work shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in any manner affected from any cause during said time. IN WITNESS WHEREOF, the said has caused these presents to be executed by and the said has hereunto set his hand this the day of , 20 . SURETY PRINCIPAL By: By: Attorney in Fact Title By: Surety ATTEST Agency and Address Title Note: Date of Maintenance Bond must not be prior to the date of Contract. END OF SECTION MB-2 313 Item 21. SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID 314 Item 21. SECTION BP CONTRACTOR'S AFFIDAVIT OF BILLS PAID STATE OF TEXAS § § COUNTY OF DENTON § Personally, before me the undersigned authority, on this day appeared __________, who, being duly sworn on oath, says that he is a legal representative of __________, (full name of Contractor as in contract) and that the contract for the construction of the Project, designated as City of Sanger, Texas Porter Park Pond Rehabilitation has been satisfactorily completed and that all bills for materials, apparatus, fixtures, machinery and labor used in connection with the construction of this Project have, to the best of my knowledge and belief, been fully paid. ____________________________________ Signature ____________________________________ Title Sworn to and subscribed before me this _____ day of __________, 20__. ____________________________________ Notary Public in and for _______________ County, Texas Instructions: If the contractor is an individual, he shall sign the affidavit. If the contractor is a partnership, any partner may sign the affidavit. If the contractor is a corporation, a person authorized by the by-laws or by the Board of Directors shall sign the affidavit. If the Contractor is a joint-venture of individuals, any of the individuals may sign the affidavit. If the Contractor is a joint-venture of partnerships, or of individuals and partnerships, the affidavit may be signed by the individual or any partner of the partnership. If the Contractor is a joint-venture in which a corporation is a party, separate affidavits must be executed in the name of the joint-venture: one by each corporation and one by each individual or partnership. Signatures for corporations should be by a duly authorized officer. If signature is by another, a showing of authority to sign must accompany the affidavit. END OF SECTION BP-l 315 Item 21. SECTION GP GENERAL PROVISIONS 316 Item 21. SECTION GP GENERAL PROVISIONS 1. The General Provisions of the Contract shall be as stated in the Standard Specifications for Public Works Construction, North Central Texas Council of Governments (Newest Version) (SEPARATE DOCUMENT NOT INCLUDED) as amended or supplemented and except as modified by the Special Provisions. END OF SECTION GP-l 317 Item 21. SECTION SP SPECIAL PROVISIONS 318 Item 21. SECTION SP SPECIAL PROVISIONS 1. CITY The City of Sanger, herein referred to as City, party of the First Part of these Contract Documents. 2. FORMS, PLANS AND SPECIFICATIONS Forms of Bids, Contract, Bonds, Plans/Site Plan and Specifications may be obtained by Contractor from the office of the Parks and Recreation Department, 201 Bolivar Street, Sanger, Texas 76266 (940-458-2718), after award of the contract. 3. COPIES OF PROJECT MANUAL FURNISHED Two (2) sets of the Project Manual shall be furnished to the Contractor, at no charge, for construction purposes. Additional copies may be obtained at cost of reproduction upon request. 4. PRODUCT RECORDS DOCUMENTS Maintenance of Documents. Contractor shall maintain at the job site one record copy of the Site Plan, Contract Drawings, Specifications, Shop Drawings, Change Orders, SWPPP Reports, other modifications to the Agreement, field test reports and other documents submitted by Contractor in compliance with specification requirements. Said documents shall be maintained at the job site apart from documents used for construction, shall not to be used for construction purposes, shall be maintained in clean, legible condition, and shall be made available at all times for inspection by the City. Recording. Each document shall be labeled Project Record Copy in 2-inch high printed letters. The record documents shall be kept current. No work shall be covered until required information has been recorded. Contract Drawings. The appropriate drawing shall be legibly marked to record, where applicable: Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements. Field changes of dimension and detail made during the construction process. Changes made by Change Order or Supplemental Agreements. Details not on original Contract Drawings/Site Plan. SP-1 319 Item 21. Other matters not originally specified. Shop Drawings. The Contractor shall maintain the Shop Drawings/Site Plan as record drawings and legibly annotate shop drawings to record changes made after the review. A red felt-tip marking pen shall be used for all recordings (as-builts). 5. HORIZONTAL AND VERTICAL CONTROL Benchmarks are provided the Project Layout on Sheet 03. Contractor is required to provide construction staking for this Project. 6. PERMITS, LICENSES, AND REGULATIONS Permits and licenses of a temporary nature necessary for the prosecution of the Work for the Project shall be secured and paid for by Contractor. Permits, licenses and easements for permanent structures or permanent changes in existing facilities shall be secured and paid for by City, unless otherwise specified. If Contractor observes that the Drawings/Site Plan and Specifications are at a variance therewith, Contractor shall promptly notify City in writing, and any necessary changes shall be adjusted as provided in the Agreement for changes in Work. Contractor shall comply with all federal, state and local laws, rules and regulations of every kind and nature applicable to the performance of its Work hereunder and shall hold City harmless therefrom. 7. REFERENCE SPECIFICATIONS Where reference is made to specifications compiled by others, such are hereby made a part of these Specifications. 8. REVIEW OF WORK City shall have the right to review the Work while such Work is in progress to ascertain that the work is being accomplished in compliance with the standards and requirements set forth in the Agreement. Notwithstanding such review, Contractor will be held responsible for the finished Work, and any acceptance of the Work by City will not relieve Contractor from responsibility for the Work. City reserves the right to place full-time construction observers at the site of the Work. City and its representatives shall at all times have access to the Work whenever it is in preparation or progress, and Contractor shall provide proper facilitates for such access, and for review. If the Specifications, City's instructions, laws, ordinances, or any public authority require any Work to be specially tested, Contractor shall give City timely notice of its readiness for testing, and, if the testing is by an authority other than City, of the date fixed for such testing. Tests by City shall be made promptly, and where practicable at the source of supply. Re- examination of any Work may be ordered by City, and, if so ordered, the Work must be SP-2 320 Item 21. uncovered by Contractor. If such Work is found to be in accordance with the Contract Documents, City shall pay the cost of the re-examination and demolition. If such Work is not in accordance with the Contract Documents, Contractor shall pay such cost. 9. SCOPE OF WORK The Project consists of the rehabilitation of Porter Park Pond, a retention facility located at the southern end of Sanger Sports Park experiencing abnormal water level loss. The elements of the project include, but are not limited to: excavating, storm drainage improvements, grading, park signage, aquatic species relocation, irrigation repairs and modifications, and erosion control. All existing utilities shall be located/secured/relocated as necessary before ANY grading or demolition begins. Contractor shall notify City if any utilities differ from their locations on the plans. Refer to the plans for the location of the Project. SWPPP permit must be acquired and implemented prior to ANY grading or demolition activity. 10. PROPERTY LINES AND MONUMENTS All property corners, control monuments, construction and survey stakes and marks shall be carefully preserved by Contractor, and in case of careless destruction or removal by Contractor or its employees, such stakes or marks shall be replaced at Contractor's expense as required by City. 11. DISCREPANCIES If Contractor, in the course of the Project, finds any discrepancy between the Contract Documents and the physical conditions of the Project site, or any errors or omissions in drawings or in the layout as given by survey points and instructions, or if it appears that any Plan, Specification or other Contract Document is or may be not in compliance with any building code or other requirement of any governmental body, Contractor shall immediately inform City in writing, and City shall promptly verify the same. Any Work done after such discovery, until authorized, will be done at Contractor's risk. 12. TIME ALLOTTED FOR COMPLETION All items of Work included under these Contract Documents shall be completed within the time stipulated in the Bid. The time shall commence on the date stated in the Notice to Proceed. The Notice to Proceed shall consist of a written request by the City for the Contractor to proceed with construction of the Project. 13. EXISTING STRUCTURES The Plan/Site Plan shows the location of all known surface and subsurface structures. However, City assumes no responsibility for failure to show any or all of these structures on the Plan/Site Plan, or to show them in their exact location. Such failure shall not be considered sufficient basis for claims for additional compensation or extra work or for increasing the pay quantities in any manner whatsoever unless the obstruction encountered is SP-3 321 Item 21. such as to necessitate changes in the lines or grades, or require the building of special work, provisions for which are not made in the Plans or Bid, in which case the provisions in these Specifications for extra work shall apply. 14. EXISTING UTILITIES AND SERVICE LINES Contractor shall be responsible for the protection of all existing utilities or service lines crossed or exposed by his demolition operation. Where existing utilities or service lines are cut, broken or damaged, Contractor shall replace the utilities or service lines with the same type of original construction, or better, at Contractor’s own cost and expense. All construction, backfill and compaction shall be accomplished in strict compliance with the requirements of the owner of the utility or service line. City will have each of the following disconnected if necessary: water service at the meter, sanitary service, electrical service at the meter and communication lines at the service taps. 15. PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGED In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until authorized by the utility company and approved by City. The right is reserved to the owner of public utilities to enter upon the limits of the Project for the purpose of making such changes or repairs to its facilities. 16. LIGHTS AND POWER Contractor shall provide, at its own expense, temporary lighting and power facilities required for the proper execution of the Project. 17. PERMITS AND RIGHTS-OF-WAY City will provide rights-of-way for the purpose of construction without cost to Contractor by securing permits in areas of public dedication or by obtaining easements across privately- owned property. Prior to the initiation of construction on easements through private property, Contractor shall inform the property owner of his intent to begin construction. Before beginning construction in areas of public dedication, Contractor shall inform the agency having jurisdiction in the area forty-eight (48) hours prior to initiation of the Work unless a longer period is required by local regulation or ordinance. 18. PRECONSTRUCTION CONFERENCE Contractor and City’ representatives shall meet at the call of the City’s representative on this Project. Prior to the meeting, Contractor shall prepare schedules showing the sequencing and progress of the Project and its effect on others. These schedules shall be delivered to City for review not later than forty-eight (48) hours in advance of the meeting. The general nature of the work, materials used, and methods of construction as well as the schedules will be discussed at the meeting. A final construction schedule will be prepared during this conference to allow an orderly sequence of Project construction. SP-4 322 Item 21. 19. WATER FOR CONSTRUCTION Contractor shall make the necessary arrangements with City for securing and transporting all water required in the construction of the Project. Water required for construction shall be paid for by Contractor at City’s prevailing rates. There will be no separate pay item for quantity of water required for construction purposes. 20. EXCAVATION Contractor shall exercise precautions to ensure that drainage from adjacent properties is not blocked by excavations. 21. CONTRACTOR'S BID Contractor's Bid shall be on a Unit Price basis for construction of the Project as shown and described in the Contract Documents (Project Manual). 22. CITY'S STATUS City shall perform technical review of the Work. City’s representative shall also have authority to reject all Work and Materials which do not conform to the Agreement and to decide questions which arise in the execution of the Work. 23. CITY’S DECISIONS City representative shall, within a reasonable time after presentation to him, make decisions in writing on all claims of Contractor and on all other matters relating to the execution and progress of the Work or the interpretation of the Agreement. 24. LANDS FOR WORK City shall provide as indicated on the Plans/Site Plan for this Project, the lands upon which the Work under this Agreement is to be performed, right-of-way for access to same, and such other lands which are designated on the Plans/Site Plan or in the Specifications for the use of Contractor. Such lands and rights-of-way shall be adequate for the performance of the Project. Delayed in Contractor’s ability to perform work on the Project as a result of lack of access to be provided by City shall be cause for an extension of time to complete the Project but not for additional cost. Contractor shall provide at its own expense and without liability to City any additional land and access thereto that may be required for temporary construction facilities. SP-5 323 Item 21. 25. CLEANUP Contractor shall remove at its own expense all temporary structures, rubbish and waste materials resulting from its operations except for property used for permanent disposal of rubbish or waste materials in accordance with permission provided to Contractor by the owner of the property where such disposal occurs. Such permission shall be obtained in writing with a copy submitted to City prior to disposal operations taking place. ALL DISTURBED AREAS MUST BE RETURENED TO/REPLACED IN AS GOOD OR BETTER CONDITION AS THEY WERE IN PRIOR TO THE PROJECT COMMENCING. 26. LIQUIDATED DAMAGES FOR DELAY BY CONTRACTOR The time of completion is of the essence in this Agreement. For each calendar day that any Work shall remain uncompleted after the time specified in paragraph 12, liquidated damages shall be deducted from the monies due Contractor in the amount of $500.00 per day. 27. USE OF EXPLOSIVES Use of explosives in the prosecution of the Project is prohibited. 28. PROJECT MAINTENANCE The Contractor shall maintain, and keep in good repair, the improvements covered by these Plans/Site Plan and Specifications during the life of his contract. 29. DISPOSAL OF WASTE AND SURPLUS EXCAVATION All material or other debris excavated from the Project site as relating to the construction shall be removed from the Project site. Contractor shall be solely responsible for obtaining any required disposal permits. 30. REMOVALS, ADJUSTMENTS AND DEMOLITIONS Contractor shall carefully remove and dispose of existing concrete to be removed from the Project Site. Care shall be exercised to leave a neat, straight, uniform edge or joint at the excavation limits or sections removed where only portions are to be removed. City will designate the limits to be removed. 31. TRAFFIC CONTROL Contractor shall be responsible for providing traffic control during the construction of this Project consistent with the provisions set forth in the "Texas Manual on Uniform Traffic Control Devices for Streets and Highways (latest edition)" and any subsequent amendments, adopted by the Texas Transportation Commission pursuant to Tex. Trans. Code §544.001, as amended. Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by City. If it is determined that a sign must be SP-6 324 Item 21. removed to permit required construction, Contractor shall contact City to remove the sign. In the case of regulatory signs, Contractor must replace the permanent sign with a temporary sign complying with the requirements of the above-referenced manual, and such temporary sign must be installed prior to the removal of the existing sign. If applicable to the Project, Contractor must submit a Traffic Control Plan for each phase of the construction at least seventy two (72) hours prior to commencing work for review and approval by City. 32. CERTIFICATION IF NEEDED: Contractor shall submit a manufacturer's certification that the material(s) was/were manufactured and tested in accordance with the referenced Specifications. A report of test results and the certification shall be submitted prior to material shipment. 33. FINAL ACCEPTANCE OF WORK Final acceptance of the Work is subject to final testing and approval of the Work by City. 34. WORK AREA Contractor shall restrict his construction activity to the Project site. 35. CONTRACT TIME The number of calendar days for completion of the Project will begin with the date specified in the Notice to Proceed. The Project shall be complete and ready for City’s final acceptance not later than eighty-five (85) calendar days after the date of commencement of work set forth in the Notice to Proceed. 36. CONTRACTOR'S AFFIDAVIT OF BILLS PAID Contractor shall be required to execute the form provided in Section BP prior to City’s acceptance of the Project, which shall be a condition of final acceptance by City. 37. PAY ITEMS Bid items provided are intended to be all-inclusive of the work required on this Project. Work required by the plans or specifications but not provided with a specific pay item shall be considered incidental to other items of work. 38. CONSTRUCTION STAKING Construction staking will not be provided by City. It is required and it is to be paid for by Contractor. SP-7 325 Item 21. 39. COMPLIANCE WITH GENERAL RULES AND LAWS Contractor shall familiarize himself with the nature and extent of the specifications, site conditions, traffic and safely requirements, and comply with all federal, state and local laws, ordinances, rules and regulations. Contractor shall determine how compliance with requirements, laws, rules, and regulations will affect his cost, progress or performance of the Work. 40. COMPLIANCE WITH IMMIGRATION LAWS Contractor shall take all steps necessary to ensure that all of Contractor's employees and each subcontractor and subcontractor’s employees are authorized to work in the United States as required by the Immigration Reform and Control Act of 1986. 41. INSURANCE A. Contractor shall, during the term of this Agreement, maintain in full force and effect the following insurance: (i) a comprehensive general liability policy of insurance covering bodily injury, death and property damage including the property of the City, its officers, contractors, agents and employees insuring against all claims, demands or actions relating to the work and services provided pursuant to this Agreement with minimum limits on a per project basis of not less than One Million Dollars ($1,000,000) combined single limit and Two Million Dollars ($2,000,000) aggregate, including products and completed operations coverage and Personal and Advertising Injury with a minimum per occurrence limit of One Million Dollars ($1,000,000). This policy shall be primary to any policy or policies carried by or available to the third party; (ii) a policy of automobile liability insurance covering all operations of Contractor pursuant to this Agreement involving the use of motor vehicles, including all owned, non-owned and hired vehicles with minimum limits of not less than One Million Dollars ($1,000,000) combined single limit for bodily injury, death and property damage liability; and (iii) statutory Worker’s Compensation Insurance at the statutory limits. B. All insurance and certificate(s) of insurance shall contain the following provisions: (i) name City, its officers, and employees as additional insureds as to all applicable coverage with the exception of Workers Compensation Insurance; and (ii) provide for at least thirty (30) days prior written notice to City for cancellation or non-renewal of the insurance; and SP-8 326 Item 21. (iii) provide for a waiver of subrogation against the City for injuries, including death, property damage, or any other loss to the extent the same is covered by the proceeds of insurance. Contractor shall provide written notice to City of any material change of or to the insurance required herein. C. All insurance companies providing the required insurance shall be authorized to transact business in Texas and rated at least “A: VIII” by AM Best or other equivalent rating service. D. A certificate of insurance evidencing the required insurance and all endorsements shall be delivered to City not later than ten (10) days after being notified of award of the Agreement for the Project. 42. WORKERS COMPENSATION: Workers' Compensation Insurance Coverage for All Building Or Construction Contracts: A. Definitions Certificate of coverage - A copy of a certificate of insurance, a certificate of authority to self-insure issued by the Texas Workers' Compensation “Commission” means the "TWCC") “Coverage agreement” means form TWCC-81, TWCC-82, TWCC-83, TWCC-84, showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on the Project, for the duration of the Project. “Duration of the Project” means the period of time from the beginning of the work on the Project until Contractor's/person's work on the Project has been completed and accepted by City. “Persons providing services on the Project” ("subcontractor" in Section 406.096 of the Texas Labor Code) includes all person or entities performing all or part of the services the Contractor has undertaken to perform on the Project, regardless of whether that person contracted directly with Contractor and regardless of whether that person has employees, including without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity or employees of any entity which furnishes persons to provide services on the Project. “Services” include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the Project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. SP-9 327 Item 21. B. Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreement, which meets the statutory requirements of Texas Labor Code, §401.011 (44) for all employees of Contractor providing services on the Project, for the duration of the Project. C. Contractor must provide a certificate of coverage to City prior to being awarded the Agreement. D. If the coverage period shown on Contractor's current certificate of coverage ends during the duration of the Project, Contractor must, prior to the end of the coverage period, file a new certificate of coverage with City, showing that the coverage has been extended. E. Contractor shall obtain from each person providing services on the Project, and provide to City: 1) a certificate of coverage, prior to that person beginning work on the Project, so that City will have on file certificates of coverage showing coverage for all persons providing services on the Project; and 2) no later than seven (7) days after receipt by Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; F. Contractor shall retain all required certificates of coverage on file for the duration of the Project and for one (1) year thereafter; G. Contractor shall notify City in writing by certified mail or personal delivery, within ten (10) days after Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; H. Contractor shall post on each Project site a notice, in the text, form and manner prescribed by the TWCC, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. I. Contractor shall contractually require each person with whom it contracts to provide services on a project to: 1) provide coverage, based on proper reporting of classification 2) codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code §401.011(44) for all its employees providing services on the Project, for the duration of the Project; SP-10 328 Item 21. 3) provide to Contractor, prior to that person beginning work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the Project, for the duration of the Project. 4) provide Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 5) obtain from each other person with whom it contracts, and provide to Contractor: a. a certificate of coverage, prior to the other person beginning work on the Project; and b. a new certificate of coverage showing extension of the coverage period, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 6) retain all required certificates of coverage on file for the duration of the Project and for one (1) year thereafter; 7) notify the Owner in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; and 8) contractually require each other person with whom it contracts to perform as required by paragraphs (1) - (7), with the certificate or coverage to be provided to the person for whom they are providing services. J. By signing this Agreement or providing or causing to be provided a certificate of coverage, Contractor is representing to City that all employees of Contractor who will provide services on the Project will be covered by workers' compensation coverage for the duration of the Project, that the coverage will be based on proper reporting of classification codes any payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of self-insured, with the TWCC's Division of Self-Insurance Regulation. Providing false or misleading information may subject Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. K. Contractor's failure to comply with any of these provisions is a breach of contract by Contractor which entitles City to declare the Agreement terminated if Contractor does not remedy the breach within ten (10) days after receipt of notice of breach from City. SP-11 329 Item 21. The following is the form of notice of worker's compensation coverage prescribed by the TWCC. Pursuant to Section 110.11 0(d)(7), this notice must be printed with a title in at least 30-point bold type, and text in at least 19-point normal type, and shall be in both English and Spanish and any other language common to the worker population. REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this Project must by covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the Project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512)440-3789 to receive further information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." This required notice should not be attached to the contract. Instead, upon request, the Contractor should be provided with a copy of Section 110.110 and Figure 2 thereto. Please note that Section 110.110 of Chapter 28 of the Texas Administration Code requires that the governmental entity retain the certificates of coverage provided by Contractor for the duration of the Project and for three (3) years thereafter. END OF SECTION SP-12 330 Item 21. SECTION T TECHNICAL SPECIFICATIONS 331 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-1 TECHNICAL SPECIFICATIONS – PORTER PARK POND REHABILITATION BID ITEM NO. 1 SECTION I– Site Preparation The provisions of NCTCOG Item 107.20 - “Protection of Work and Persons and Property”, Item 201 - “Site Protection”, Item 203.1 - “General Site Preparation”, Item 203.6 - “Dust Control” shall apply except as modified or clarified below: A. This item includes all labor, equipment, and materials necessary for the preparation of the project site for construction operations and the cleaning of the site prior to the final acceptance of the project. B. The location and dimensions shown on the plans relative to existing utilities are based on the best information available. It shall be the Contractor’s responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of the construction process to provide adequate clearance. The Contractor shall take all necessary precautions to protect all services encountered. Should the Contractor damage service lines due to his negligence, the lines shall be repaired and adjusted by the Contractor at the Contractor’s expense. C. Removal of existing irrigation systems and appurtenances shall be subsidiary to this bid item. Repair of said systems shall be incidental to Item 1 Section III – “Irrigation Repairs and Modifications” for information regarding the repair of impacted landscape systems. D. Erection of a temporary park security fence with green privacy screening shall be considered subsidiary to this Bid Item. E. The removal, salvaging, and reinstallation of park signs at the locations and according to the notes and details shown in the plans shall be considered subsidiary to this Bid Item. The existing park signs shall be stored within the project site until the final grades have been established and ready for sign reinstallation. Any damage to the park signs during the removal or storage process shall be repaired at the Contractors expense to existing or better conditions. F. The Contractor shall make a video of the entire project area prior to construction and furnish a copy to the City on digital format. The video should include building structures, sidewalks, parking lots, vegetation, trees, gates, irrigation (operating), fences, and other pertinent items that may be affected by the construction. The Contractor shall not be permitted to begin any construction on the site until this information is furnished. G. Where trees, plants, shrubbery, etc., are adjacent to the line of work and are not to be removed or removed and replaced, the Contractor shall protect such trees, plants, shrubbery, etc. If such trees, plants, shrubbery, etc. could likely be damaged by machinery, etc., orange safety fencing with steel T-posts having a minimum height of 3' and as approved by the City shall be utilized for protection. Hand excavation may also be required in vicinity of trees, plants, shrubbery, etc., that are to remain. The Contractor shall not permit machinery or employees to scrape, tear the limbs from, 332 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-2 damage, or attach guy cables to existing trees that are to remain in place. The Contractor shall be responsible for all damages to adjacent trees, plants, shrubbery, etc., that are to remain, and any such damage shall be remedied to the satisfaction of the City. Refer to Item 2 Section III – “Tree Protection” for more information. H. The Contractor shall limit their area of work to park and City property only. I. The Contractor shall submit a Stockpile Plan that designates locations for temporary storage of materials. This plan is subject to approval of the City. If stockpile(s) are located on private property, the Contractor must supply the City with a written letter of permission from the property owner to include the final state of the land to be used. J. The Contractor shall be responsible for the cleaning of the site in its entirety prior to final acceptance. The cleaning shall include all elements constructed as part of this project as well as all existing elements to remain that may have been soiled by the construction process. The cleaning of existing elements shall include the power washing of the existing concrete overflow weir to remain regardless of the constructions affect. K. If any City property that is not scheduled for removal with this project is damaged, then the Contractor shall be responsible for the repair or replacement of said item at the Contractors expense. L. This item includes the removal of all trees less than 6 inches in caliper diameter measured at 4.5 feet about ground level. If any tree removal greater than 6 inches is necessary for the construction of the project in the Contractors opinion, then the Contractor shall notify the City prior to removal to make a final determination. If said tree removal is deemed necessary, then the removal shall be paid for under this item and shall not be a basis for additional compensation. M. Measurement for this bid item shall be per acre. N. Payment for this bid item shall be paid for at the unit price bid for “Site Preparation”. BID ITEM NO. 2 SECTION I– Aquatic Resources Relocation Plan A. This item includes all labor, equipment, permits, fees and materials necessary for the relocation of the aquatic life prior to the commencement of construction. B. The Contractor shall be responsible for contracting with a biologist or fishery capable of preparing of an Aquatic Resources Relocation Plan (ARRP) for submission to the Texas Parks and Wildlife Department and the execution of the activities identified in the ARRP. Additional information regarding the ARRP may be found at: https://tpwd.texas.gov/publications/pwdpubs/media/pwd_lf_t3200_1958_arrp_guideli nes_packet.pdf C. Measurement for this bid item shall be lump sum. D. Payment for this bid item shall be paid for at the unit price bid for “Aquatic Resources Relocation Plan”. No partial payments shall be made for this bid item. 333 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-3 BID ITEM NO. 3 SECTION I– Care of Water A. This item includes all labor, equipment, permits, fees and materials necessary for the initial and on-going dewatering, both surface and sub-surface, required for the construction of the project. B. The Contractor shall be responsible for the initial dewatering of the pond upon the completion of the activities identified in the ARRP and the subsequent management of surface water throughout the completion of the project. C. The Contractor shall be responsible for the management of groundwater throughout the construction of the project. The Contractor shall familiarize themselves with the information relating to the presence of the groundwater within the project area contained within CMJ Engineering, Inc. Report No. 117-24-360 dated July 2024. D. Measurement for this bid item shall be lump sum. E. Payment for this bid item shall be paid for at the unit price bid for “Care of Water”. Payment of a portion of the lump sum shall be made monthly based on percentage complete of the overall contract. BID ITEM NO. 4 SECTION I – Construction Staking The provisions of NCTCOG Item 105.4 - “Construction Stakes” shall apply except as modified or clarified below: A. The Contractor shall be responsible for all construction staking and for establishing the lines and grades required for construction of the project. Control points as identified on the Plans shall be staked by a land surveyor under the direction and supervision of a Registered Professional Land Surveyor employed by the Engineer. B. All Property Corners (I.R. - iron rods) disturbed shall be reinstalled by the Contractor at the exact same location as existing. C. Payment shall include all labor, materials, and incidentals to stake the project, including re-staking due to disturbance or removal of construction stakes during construction. D. Payment of a portion of the lump sum amount shall be made monthly based on percentage complete of the overall contract. E. Payment for this bid item shall be paid for at the unit price bid for “Construction Staking”. BID ITEM NO. 5 SECTION I – Removing Rock Rip Rap (Grouted and Ungrouted) The provisions of NCTCOG Item 203.1 - “General Site Preparation” shall apply except as modified or clarified below: F. This item includes all labor, equipment, materials and incidentals required to remove and dispose of existing rock rip rap in accordance with plans and specifications. 334 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-4 G. This item is intended to cover the removal of grouted and ungrouted rock rip rap regardless of depth and any subsurface base layers such as filter fabric and bedding material not suitable for repurposing on the project. H. Rock Rip Rap removed from the project shall not be repurposed. I. This surplus material shall become property of the Contractor and shall be disposed of at an off-site location. J. Measurement for this bid item shall be per square yard. K. Payment for this bid item shall be paid for at the unit price for “Removing Rock Rip Rap (Grouted and Ungrouted)”. BID ITEM NO. 6 SECTION I – Removing Headwall (Variable Size) The provisions of NCTCOG Item 203.1 - “General Site Preparation” shall apply except as modified or clarified below: A. This item includes all labor, equipment, materials and incidentals required to remove and dispose of existing concrete in accordance with plans. B. The removal of structures associated with the headwall not specifically identified on the demolition plan for removal shall be incidental to the removal of the headwall. Incidental items include but are not limited to: concrete rip rap, rock rip rap, baffle blocks, and pedestrian rails. C. This surplus material shall become the property of the Contractor and shall be disposed of at an off-site location. D. Measurement for this bid item shall be per each. E. Payment for this bid item shall be paid for at the unit price for “Removing Headwall (Variable Size)”. BID ITEM NO. 7 SECTION I – Removing Storm Drain Pipe (Variable Size) The provisions of NCTCOG Item 203.1 - “General Site Preparation” shall apply except as modified or clarified below: A. This item includes all labor, equipment, material, and incidentals required to cut, remove dispose of existing drainage pipes, collars, plugs and any other incidental appurtenances required for the construction of the drainage improvements shown in the plans. B. Contractor shall be responsible for locating existing lines to be removed and shall only be paid for existing lines actually removed. C. This surplus material shall become the property of the Contractor and shall be disposed of at an off-site location. D. Measurement for this bid item shall be per linear foot. 335 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-5 E. Payment for this bid item shall be paid for at the unit price bid for “Removing Storm Drain Pipe (Variable Size)”. BID ITEM NO. 8 SECTION I – Remove, Salvage, and Reinstall Pond Fountain, Controller, and Pump The provisions of NCTCOG Item 203.1 - “General Site Preparation” shall apply except as modified or clarified below: A. This item includes all labor, equipment, material, and incidentals required to completely remove, salvage and reinstall pond fountain, controller(s), and pump(s) and any other incidental appurtenances in their entirety. B. The pond fountain, controller, and pump, power cords, etc… required for the operation of the fountain shall be stored within the site until ready for installation. C. Any surplus material not required for the operation of the fountain, controller, and pump shall become the property of the Contractor and shall be disposed of at an off- site location. D. Measurement for this bid item shall be per each. E. Payment for this bid item shall be paid for at the unit price bid for “Remove, Salvage and Reinstall Pond Fountain, Controller, and Pump”. BID ITEM NO. 9 SECTION I – Remove, Salvage, Refinish, Reinstall Existing Dock The provisions of NCTCOG Item 203.1 - “General Site Preparation” shall apply except as modified or clarified below: A. This item includes all labor, equipment, material, and incidentals required for the removal, salvaging, refinishing, and reinstallation of the existing dock at the locations and according to the notes and details shown in the plans. For the purposes of this project the term Dock shall encompass all functional pieces of the dock including but not limited to: guide posts, guide arms, approach ramps, transition plates, railing, handrails, decking, pontoons, and trim. Incidentals include but are not limited to: Trex (or approved equal) decking material, fasteners, steel tubes and caps, plate steel, and brackets or other mounting hardware, B. The Contractor shall remove and salvage the dock prior to the dewatering of the pond but not prior to the aquatic relocation conducted in accordance with the “Aquatic Resources Relocation Plan”. The existing dock shall be stored within the project site in a safe and remote area. The Contractor may also store the dock at their shop in order to conduct the refinishing work. C. The City shall be present at the dock removal process in order to assess the condition of the dock. Any damage to the dock during the removal or storage process shall be repaired at the Contractors expense to existing or better conditions. 336 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-6 D. Measurement for this bid item shall be lump sum. E. Payment for this bid item shall be paid for at the unit price for “Remove, Salvage, Refinish, Reinstall Existing Dock”. Payment of a portion of the lump sum may be made based on percentage complete of the item. BID ITEM NO. 10 SECTION I – Unclassified Excavation The provisions of NCTCOG Item 203.2 - “Unclassified Excavation” shall apply except as modified or clarified below: A. This item includes all labor, equipment, material, and incidentals required for excavation activities required to bring the site to the grade lines necessary to construct the proposed improvements shown in the plans. B. The Contractor shall familiarize themselves with the information contained within CMJ Engineering, Inc. Report No. 117-24-360 dated July 2024. C. No extra payment shall be made for the excavation beyond the lines and grades shown on the plans unless the lines and grades are changed by the Engineer. D. The Contractor shall maintain a clean and working site to minimize odors from the excavation and excavated materials. Stockpiles of materials (especially unsuitable siltation materials) shall be held to a minimum and removed from the site within 2 days unless used for general fill under item 11 Section I – “Borrow (Pond Liner)”. E. Measurement for this bid item shall be per cubic yard complete in place. Measurement is based upon the plan’s quantity with material in its original position. F. Payment for this bid item shall be paid for at the unit price bid for “Unclassified Excavation”. BID ITEM NO. 11 SECTION I– Spoil The provisions of NCTCOG Item 203.4 - “Borrow and Spoil” shall apply except as modified or clarified below: A. This item includes all labor, equipment, material, and incidentals required for disposal of un-necessary or un-suitable material excavated in accordance with item 9 Section I – “Unclassified Excavation”. B. Unsuitable materials are defined as materials not suitable for general site or earthwork. The materials include but are not limited to: siltation material removed from the bottom of each pond, material from stripped areas, and material from areas that were excessively wet, unstable, or soft. C. No extra payment shall be made for spoil beyond that necessary to construct the lines and grades shown in the plans unless the lines and grades are modified by the Engineer. 337 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-7 D. Spoil material shall become the property of the Contractor, unless otherwise indicated by the City during construction, and shall be disposed of at an off-site location. E. Measurement for this bid item shall be per cubic yard complete in place. Measurement is based upon the plan’s quantity with material in its original position. F. Payment for this bid item shall be paid for at the unit price bid for “Spoil”. BID ITEM NO. 12 SECTION I – Borrow (Pond Liner) The provisions of NCTCOG Item 203.4 - “Borrow and Spoil”, Item 203.5 – “Embankment” shall apply except as modified or clarified below: A. This item includes all labor, equipment, material, testing, and incidentals required for the acquisition, stockpiling, placement, and compaction of material required to bring the site to the grade lines necessary to construct the proposed improvements shown in the plans. B. The material placed in accordance with this item shall be acquired, placed, and compacted in accordance with the recommendations contained within the CMJ Engineering, Inc. Report No. 117-24-360 dated July 2024 under the Pond Liner Alternatives. C. For offsite material utilized for fill on this project the Contractor shall provide a notarized certification that the borrow source site has never been contaminated with hazardous or toxic materials. D. No extra payment shall be made for borrow beyond that necessary to construct the lines and grades shown in the plans unless the lines and grades are modified by the Engineer. E. Measurement for this bid item shall be per cubic yard complete in place. Measurement is based upon the plan’s quantity with the material in it’s final, compacted position. F. Payment for this bid item shall be paid for at the unit price bid for “Borrow (Pond Liner)”. BID ITEM NO. 13 SECTION I – Riprap (Conc) (Cl B) (RR8&RR9) (TxDOT Standard) The provisions of TxDOT Items 432 - “Riprap” shall apply except as modified or clarified below: A. This item includes all labor, equipment, materials, testing, and incidentals required to construct concrete riprap at the locations and in accordance with the notes and details shown in the plans. B. Volumetric concrete shall not be allowed on this project. 338 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-8 C. Measurement for this bid item shall be per square yard complete in place. D. Payment for this bid item shall be paid for at the unit price bid for “Riprap (Conc) (RR8&RR9) (TxDOT Standard)”. BID ITEM NO. 14 & 15 SECTION I– HDPE Pipe The provisions of NCTCOG Item 508.6 - “Corrugated Thermoplastic Pipe” shall apply except as modified or clarified below: A. This item includes all labor, equipment, materials, testing, and incidentals required to install HDPE pipe at the locations and in accordance with the notes and details shown in the plans. B. This item shall include post-construction television inspection, plugs, plugging existing lines, tapping, collars, fittings, wyes, gaskets, supporting and protecting existing utilities and connections to adjacent structures necessary for complete installation. C. Preparation and execution of trench safety plan signed and sealed by a licensed engineer in the State of Texas in order to construct the proposed improvements for the project shall be considered subsidiary to this Bid Item. D. All proposed storm sewer connections shall be pre-fabricated. Field connections can be used for connections to existing lines only. E. Concrete collars shall be installed at all pipe size, grade changes, and connections to existing pipes and shall not comprise of volumetric concrete. Concrete collars are considered subsidiary to this Bid Item. F. Trench excavation, including embedment and backfill, are considered subsidiary to this Bid Item. G. Measurement for these bid items shall be per linear foot. H. Payment for these bid items shall be paid for at the unit price bid for “18 Inch HDPE pipe”, and “24 Inch HDPE Pipe”. BID ITEM NO. 16 SECTION I – SLOPED END TREATMENT HEADWALL The provisions of NCTCOG Item 702 - “Concrete Structures” shall apply except as modified or clarified below: A. This item includes all labor, equipment, materials, testing, and incidentals required to install safety end treatments (SET) at the locations and in accordance with the notes and details shown in the plans. B. Concrete for headwall shall be Class “C” with a minimum of 5 sacks per cubic yard 339 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-9 cement content and a 3,600-psi minimum compressive strength when tested at 28 days. C. Measurement for these bid items shall be per each. D. Payment for these bid items shall be paid for at the unit price bid for “Sloped End Treatment Headwall”. BID ITEM NO. 1 Section II – SWPPP and Sedimentation Control A. This Item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Owner for the duration of the Contract. The temporary pollution-control provisions contained herein shall comply, in their entirety, with TPDES General Permit No. TXR150000 requirements, the requirements of the NCTCOG “Storm Water Quality Best Management Practices (BMP) for Construction Activities” Manual, Current Edition, as indicated on the “Erosion and Sedimentation Control Procedures” drawings shown in the Plans, and as otherwise directed by the Owner’s Project Representative. These control measures shall be used to the extent practical to assure economical, effective and continuous erosion control throughout the construction period unless determined otherwise by the Owner. The temporary control measures shall include, but not be limited to, silt fence or hay bale barriers, inlet protection, rock type filter dams, jute matting (if required), temporary seeding, straw mulch, stabilized construction entrances and all other necessary devices deemed necessary by the Owner’s Project Representative to assure the most effective control. Should further preventative measures become evident, as determined by the Owner’s Project Representative, the Contractor shall act immediately to bring the erosion and siltation under control by whatever additional temporary means are deemed necessary. B. The CONTRACTOR shall be considered the operator with day to day operational control of the construction site and SWPPP per Texas Pollutant Discharge Elimination System (TPDES) General Permit No. TXR150000. All work shall conform to City standards, NCTCOG Standard Specification Item 202, “Temporary Erosion, Sedimentation, and Water Pollution Prevention and Control”, and TPDES General Permit No. TXR150000. C. The CONTRACTOR must revise or update the SWPPP whenever: 1) there is a change in design, construction, operation, or maintenance that has a significant effect on the discharge or pollutants and that has not been previously addressed in the SWPPP; or 2) results of inspections or investigations by site operators, CITY, TCEQ personnel, or a federal, state or qualified local agency indicate the SWPPP or ECP is proving ineffective in sediment control. D. Refer to the construction plans for the Engineer’s minimum recommended plan and associated construction details. 340 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-10 E. Construction/Installation of Stabilized Construction entrances shall be provided under this bid item. Contractor must get alternate construction entrance locations approved by the City prior to installation. F. The Contractor shall maintain the temporary control devices during the project duration in a quality condition until the final completion of the project. Final payment will not be made until all erosion control devices and/or BMPs are removed from the project. G. Inlet Protection will be provided under this item, and shall consist of all materials, equipment, labor, tools and incidentals necessary to complete and maintain the inlet protection throughout the contract. H. Silt Fence will be provided under this item, and shall consist of all materials, equipment, labor, tools and incidentals necessary to complete and maintain the silt fence throughout the contract. I. Waste or disposal areas and temporary construction roads (if any) shall be located and constructed in a manner that will minimize the amount of sediment allowed to leave the site(s). J. In the event that temporary erosion, sediment and water-pollution-control measures required on the project are due to the Contractor’s negligence, carelessness or failure to install proper controls as a part of the work as required, and are ordered by the Owner’s Project Representative, such work shall not be measured for payment but shall be performed by the Contractor at his own expense. K. In the case of failure on the part of the Contractor to control soil erosion, pollution and/or siltation, the Owner reserves the right to employ outside assistance or to use Owner’s forces to provide the necessary corrective measures. Such incurred direct costs plus project-engineering costs will be deducted from any money due or to become due to the Contractor. L. The Contractor shall provide, implement and maintain a Joint Stormwater Pollution Prevention Plan and shall include obtaining a Notice to Proceed and Notice of Termination. M. Measurement and payment for all items listed above shall be made on a lump sum basis and shall include all labor and materials necessary to provide and maintain the erosion control BMPs on this project in compliance with the SWPPP and the TPDES General Permit No. TXR150000. The costs of maintenance or any additional erosion controls above and beyond those described in the SWPPP and ECP necessary to maintain compliance with the TPDES permit are subsidiary to this pay item. N. Payment for this bid item shall be paid for at the unit price bid for “SWPPP”. BID ITEM NO. 2 SECTION II – Soil Retention Blanket, Seeding and Topsoil: The provisions of NCTCOG Item 202.15 - “Erosion Control Blankets” shall apply except as modified or clarified below: 341 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-11 A. Soil Retention Blanket shall be installed on all side slopes where specified immediately after seeding. B. Soil Retention Blanket shall be American Excelsior Company Curlex I or approved equal. C. Soil Retention Blanket shall be installed by rolling mat parallel to the direction of water flow. D. The Contractor shall install Soil Retention Blanket according to manufacturer instructions. E. Vegetation re-establishment associated with damage from access shall be incidental to the project bid items. All disturbed areas shall be restored in kind with grass and soil retention blankets when slopes exceed 6:1. F. The cost of topsoil, seeding, fertilizer, watering and mowing shall be included in this bid item. G. Measurement and payment shall be made per square yard of Soil Retention Blanket placed and shall include the cost of preparing the soil, seeding, furnishing, and installing mat, and all incidentals necessary to complete the work. H. Payment for this bid item shall be paid for at the unit price bid for “Hydromulch Seeding with Retention Blanket”. BID ITEM NO. 1 Section III – Irrigation Repairs and Modifications A. This item includes all labor, equipment, materials, testing, and incidentals required for the repair of and modification to existing irrigation systems within the park necessary for the construction of any of the proposed improvements shown in the plans. Incidentals include but are not limited to: pvc irrigation pipe, heads, bends, control valves, wiring, caps, and plugs. B. The work for this item shall be conducted by or under the direct supervision of a licensed irrigator. C. The Contractor shall be responsible for ensuring that all areas disturbed by the construction activities are restored to existing or better conditions at no additional cost. D. Measurement for this bid item shall be lump sum. E. Payment for this bid item shall be paid for at the unit price bid for “Irrigation Repairs and Modifications”. Payment of a portion of the lump sum may be made based on percentage complete of the item. 342 Item 21. Porter Park Pond Rehabilitation Halff Associates, Inc., AVO 57185.001 90% Design January 2025 T-12 BID ITEM NO. 2 SECTION III – Tree Protection The provisions of NCTCOG Item 201.1 - “Removal, Protection, and Replacement of Trees, Shrubbery, Plants, Sod, and Other Vegetation” shall apply except as modified or clarified below: A. This item includes all labor, equipment, materials and incidentals required to install and maintain tree protection at the locations and in accordance with the notes and details shown in the plans. B. The Contractor shall protect all trees indicated on the plans within the construction limits of the project. No material shall be stored, and no vehicles shall be parked within the drip line of trees to be protected. C. The Contractor shall protect all trees outside of the limits of the project. No material shall be stored, and no vehicles shall be parked within the drip line of trees to be protected. D. Any damage to tree’s marked to be protected within the limits of the project or trees outside of the project limits during the construction process which results in the death of the tree shall be replaced in kind and any associated irrigation and bubblers necessary for the establishment of said tree shall be paid for at the Contractors expense. The City shall have the right to approve of the replacement tree. E. For damage to tree’s marked to be protected within the limits of the project or trees outside of the project limits during the construction process which will likely results in the death of the tree a $1000 retainage, in excess of other contractual retainages, per tree shall be held for a duration of six (6) months after the substantial completion of the project. If within the six (6) month period immediately following substantial completion the tree dies, then the Contractor shall replace the tree in kind and any associated irrigation and bubblers necessary for the establishment of said tree shall be paid for at the Contractors expense. The City shall have the right to approve of the replacement tree. F. Measurement for this bid item shall be per each. G. Payment for this bid item shall be paid for at the unit price bid for “Tree Protection”. 343 Item 21. SECTION T–1 GENERAL Materials furnished and construction methods utilized for this Project shall be in conformance with the North Central Texas Council of Governments (NCTCOG) "Standard Specifications for Public Works Construction" (Newest Version), as amended or supplemented (SEPARATE DOCUMENT NOT INCLUDED), and the Texas Department of Transportation (TXDOT) “Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges” (Newest Version), as amended or supplemented (SEPARATE DOCUMENT NOT INCLUDED). Including the current engineering specifications and city ordinances and rules governing improvements upon subdivisions of land within the jurisdiction of the City of Sanger, Texas. Where conflicts exist, the following documents shall govern in the following order: (1) City of Sanger Ordinances; (2) Construction Plans; (3) Project Manual; (4) NCTCOG's "Standard Specifications for Public Works Construction.; (5) TXDOT’s “Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges" END OF SECTION T-1-1 344 Item 21. SECTION T-2 PORTER PARK POND REHABILITATION 1. GENERAL The Project consists of the rehabilitation of Porter Park Pond, a retention facility located at the southern end of Sanger Sports Park experiencing abnormal water level loss. The elements of the project include, but are not limited to: excavating, storm drainage improvements, grading, park signage, aquatic species relocation, irrigation repairs and modifications, and erosion control. All existing utilities shall be located/secured/relocated as necessary before ANY grading or demolition begins. Contractor shall notify City if any utilities differ from their locations on the plans. Refer to the plans for the location of the Project. SWPPP permit must be acquired and implemented prior to ANY grading or demolition activity. 2. COMPLETING THE PROJECT The Contractor shall employ the use of any means and methods appropriate to accomplish the task of completing the Project. Areas to be graded shall be properly staked before grade work is performed. Other items on the site are specified on the Construction Documents/Project Manual. The Contractor shall complete this Project in accordance with the following: A. Plan of Work Prior to beginning work, the Contractor must submit a written plan to the Owner for review fully describing his proposed plan of work for completing this Project. The plan of work shall include the following information: 1) Detailed schedule of work. 2) Plan for collecting, containing, and disposing of waste material generated. 3) Plan for protecting ground around work and property which would reasonably be affected thereby. 4) Plan for worker safety and health. 5) Quality control plan. 6) Trench safety plan (as per NCTCOG specifications). 7) SWPPP. T-2-1 345 Item 21. B. Safety Precautions The Contractor shall be fully responsible for the safety of the workmen on this Project and public in the vicinity of this Project at all times during the construction process. If required, protective equipment, abrasive resistant clothing, head covering, gloves, foot covering, safety shoes, leather gloves, ear protection and OSHA approved respirators shall be utilized as a minimum during the of the work. Contractor shall provide all workers at least the minimum described safety equipment as well as that required by OSHA. If applicable, Contractor shall equip all workers that remove the painting system and cut or torch the existing steel with the proper OSHA respirators in accordance with OSHA 29CFR 1926.62 (t). The Contractor shall presume an initial airborne exposure to concrete dust, lead, silver, and other heavy metals for workers and provide appropriate protection from the presumed exposed level to lead, silver, and other heavy metals until such time as air tests established a lower exposure. Documentation from the Contractor and the Contractor's independent laboratory conducting air tests shall be submitted to the City to justify a lesser respirator. C. Contractor Liability Contractor shall be solely liable for all claims for personal and property damage including death, which results from the construction operations on this Project. If complaints are received by the Contractor or City from anyone, the Contractor shall investigate the compliant immediately and report in writing to the City corrective action Contractor is taking. It shall be the Contractor's complete responsibility to correct or make whole any damage or injuries caused by his operations. D. Payment Payment for work performed under this section of the specifications shall be paid as shown in the bid proposal. Payment will be for all work, materials and necessary appurtenances to complete the work. Payment for those items of work described in this section of the specifications for which no specific pay item is provided in the bid proposal shall be subsidiary to the items shown on the bid proposal. T-2-2 346 Item 21. APPENDIX 347 Item 21. GEOTECHNICAL REPORT 117-24-360 348 Item 21. 349 Item 21. Halff Associates, Inc. Pond Investigation – Sanger Sports Park Project No. 117-24-360 July 29, 2024 Page 2 SUBSURFACE CONDITIONS AND LABORATORY TESTING Soils encountered consist of dark brown, brown, light brown and gray silty clays and clays of moderate to high plasticity. These clay soils contain various ironstone nodules, iron seams, and occasional calcareous nodules. Light brown and gray sandy clays containing gravel are present below 20 feet in Borings B-1 and B-2. In addition, tan clayey sand containing gravel is present below 22 feet in Boring B-3. The borings were drilled using continuous drilling methods in order to observe ground-water seepage during drilling. Ground-water seepage was encountered at depths of 12 to 17 feet during drilling. Water levels of 7 to 12 feet were observed at the completion of drilling operations. It should be recognized that ground water conditions will vary with fluctuations in rainfall. Fluctuations of the ground water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. Ground water levels near the observed levels should be anticipated throughout the year. Due to the variable subsurface conditions, long-term observations would be necessary to more accurately evaluate the ground water level. Such observations would require installation of piezometer or observation wells which are sealed to prevent the influence of surface water. The possibility of ground-water level fluctuations should be considered when developing the design and construction plans for the project. Laboratory testing consisted of moisture content and soil identification, liquid and plastic limits determinations, gradations and laboratory permeability. Atterberg Limit determinations indicate Liquid Limits varying from 27 to 55 with Plasticity Indices varying from 13 to 35. Percentages of material passing through the No. 200 sieve ranged from 31 to 97 percent with clay fractions ranging from 27 to 41 percent. The lower plasticity index and minus the No. 200 sieve results are associated with the sandy clay and clayey sand materials present below 20- to 22-foot depths. Particle size analyses are provided on Plates A.7 through A.10. Four hydraulic conductivity (USACE EM 110-2-1906, Appendix VII) tests were performed on selected undisturbed recovered samples of the clay and silty clay materials, with tested values of 8.5x10- 8 to 1.2x10-7 cm/s as documented on the attached hydraulic conductivity test reports, Plates A.11 through and A.14. 350 Item 21. Halff Associates, Inc. Pond Investigation – Sanger Sports Park Project No. 117-24-360 July 29, 2024 Page 3 POND RETENTION RECOMMENDATIONS Summary of Results Clay soils with a Plasticity Index on the order of 20 or greater are considered to be relatively impervious and would normally be considered to provide adequate protection against large seepage losses. A maximum permeability value of 1.0x10-7 cm/s or less is a typical goal for pond soil liner materials. The plasticity indices of the clay soils encountered in the borings within the approximate pond depth range (pond bottom near Elevation 597) vary from 21 to 35, with an average value of 28. Based on these plasticity index results, large seepage losses would not be anticipated, particularly considering the results of permeability testing, being on the order of 1.0x10-7 or less. However, the soils with tested plasticity indices closer to 20 which were found in Boring B-2 and below 15- to 16- foot depths in Borings B-1 and B-3 are considered marginal materials with respect to water retention. Particle size analyses and permeability testing results indicate significant silt and clay fractions, thus the seepage losses should occur rather slowly. Based on historic aerial imagery, a large and mature tree was present within the pond bottom. It is not known to what degree of grubbing and associated root removal took place during construction. If left in place, decayed roots can also lead to seepage losses, particularly if there exists a direct pathway to the underlying materials of higher permeability. Pond Liner Alternatives Many options are available to decrease the permeability characteristics of the existing pond bottom materials to reduce the observed losses, depending on the availability and cost of the options. The following may be considered: • Clay soils excavated from nearby surface sources possessing a Plasticity Index of at least 25 and a minimum clay fraction of 30 percent. • Man-made polyethylene or comparable liner • Other manufactured liner alternatives • Modification of existing soils with bentonite or propriety chemicals Prior to the installation of any of the above methods, all areas to be excavated or to receive a liner or liner materials should be cleared, grubbed, and stripped prior to excavation and subgrade preparation. 351 Item 21. Halff Associates, Inc. Pond Investigation – Sanger Sports Park Project No. 117-24-360 July 29, 2024 Page 4 Clearing and grubbing should consist of the removal of all large vegetation, abandoned structures, and debris, including all roots 1 inch or larger in diameter, to a minimum depth of 12 inches. Stripping should consist of the removal of all topsoil, roots, vegetation and rubbish not removed by the clearing and grubbing operation. Additionally, any other unsatisfactory or otherwise objectionable materials should be removed from the subgrade area. The stripped areas should be observed by the Engineer to determine if additional excavation is required to remove unsuitable materials that would adversely affect liner placement process. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade shall be corrected and made stable before construction proceeds. The subgrade shall be proof rolled to detect soft spots, which if exist, should be reworked. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar equipment weighing approximately 25 tons. The proof rolling operations should be observed by the Engineer. An imported clay liner, if used, should be a minimum 2 feet thick with a Plasticity Index of 25 or greater. The liner clays should be placed in 6-inch lifts, moistened to their optimum moisture content or above, and compacted to at least 95 percent of Standard Proctor Compaction (ASTM D698). Four 6-inch lifts of liner soils are recommended to produce a full 2-foot natural soil liner. Prior to placing subsequent lifts, it is highly recommended that the previous lift be lightly scarified to assure a proper bond between the lifts of fill. In-situ density tests also are recommended on each lift of fill to assure that the proper moisture and density is achieved. In order to help provide a homogeneous liner, a minimum of four passes of the tamping foot roller should be provided, even if the recommended density is achieved with fewer passes. Field density tests (including moisture content) taken at a minimum of one field density test for each 5,000 square feet of compacted area is recommended. For small or critical areas, the frequency of testing should be reduced to one test per 2,500 square feet or less. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. In order to maintain a crack free final liner zone, it is preferable to keep the liner soils continually moist. If the liner soils are allowed to dry, dessication cracks can open up through the liner, allowing sands and silts to enter the cracks and essentially produce a “hole” in the final liner material. Care should be taken that desiccation is not permitted during construction and that the completed liner is not allowed to dry prior to re-filling the pond. 352 Item 21. Halff Associates, Inc. Pond Investigation – Sanger Sports Park Project No. 117-24-360 July 29, 2024 Page 5 Man-made liners also can be established as a positive seepage cut off. Consideration should be given to 30-mil manufactured polyethylene or similar material. Where overlapping is necessary, the seams in the overlap should be appropriately bonded together to prevent moisture migration. The manufactured material should be checked for effects of ultra-violet radiation and deterioration potential over time. In addition, it is extremely important that no punctures be allowed in the liner during installation. Other manufactured liner materials might consist of manufactured geosynthetic clay liners (e.g., Bentomat) or similar bentonite/geotextile material. As in the case of other manufactured liners, manufacturer’s recommendations for overlapping should be followed and no surface puncturing should be allowed. These liners have the advantage of ease of placement and not being susceptible to seepage problems due to liner cracking upon drying. As an additional alternative, the existing soils could be mixed with imported bentonite clay to produce a new pond lining with reduced permeability characteristics. We recommend a minimum of 3 percent bentonite be used to modify the existing soils for a minimum 12-inch-thick bentonite treated zone. The amount of bentonite should be on the order of 36 pounds per square yard for a 12-inch depth. The bentonite should be thoroughly mixed and blended with the upper 12 inches of the subgrade. The subgrade should be processed by discing or pulverizing throughout the 12-inch thickness to break up and reduce clod size, and provide additional blending of materials. Processing should consist of at least five passes of a fully penetrating disc plow or three passes of a fully penetrating roto-till pulverizer. Additional passes of the processing equipment should be performed as necessary to accomplish breaking up, reduction of clod size, and blending the bentonite-soil mixture. Each successive pass of the processing equipment should be in a direction perpendicular to the previous pass, where working space permits. As similar to a natural soil liner, it is recommended that the bentonite/onsite soil liner be moistened and compacted as recommended above. The moisture content of the soil should be adjusted, if necessary, by either aeration or the addition of water to bring the moisture content within the recommended range. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly. When the moisture content and the condition of the soil-bentonite mixture are satisfactory, compaction should be performed with a heavy tamping foot (sheep’s foot) roller with fully penetrating feet either towed by a crawler-type tractor or the self-propelled type. The tamping foot roller should weigh no less than 2,000 pounds per linear foot of drum width. 353 Item 21. Halff Associates, Inc. Pond Investigation – Sanger Sports Park Project No. 117-24-360 July 29, 2024 Page 6 Propriety methods are also available for treating existing soils in order to reduce permeability. Seepage Control, Inc. in Chandler, Arizona manufactures and installs a product named ESS-13 which has been used successfully to reduce permeability of existing soils for pond applications. This specialty contractor would be contacted directly for further information. Dewatering of Excavations The following information is provided as a guideline only. The contractor should be responsible for selecting and providing appropriate excavation dewatering systems for use during construction. Ground water may be encountered within excavations greater than 7 feet below grade as referenced at the exploration boring locations. The decision as to the method for handling ground water depends upon such factors as the soil characteristics within the excavation depths, site hydrogeology, the size and depth of the excavation, method of excavation and side slopes. The choice of a particular method or a combination of methods for dewatering any given excavation will require an analysis of the subsurface soil and ground water conditions, the requirements of the work, and the contractor’s experience with dewatering excavations. Once these factors are known, consideration can be given to the various methods available for handling ground water and a selection can be made as to a suitable method. A certain amount of flexibility is important in the dewatering process. Regardless of the dewatering method selected, it should be capable of lowering and continuously maintaining the ground-water surface a minimum of 2 feet below the base of all excavations throughout the construction period. The contractor should be required to provide adequate personnel and equipment to operate and maintain the dewatering system on a 24- hour basis, as required. ANCILLARY COMMENTS Acceptance of Imported Fill Any soil imported from off-site sources should be tested for compliance with the recommendations for the particular application and approved by the Engineer prior to the materials being used. The owner also should require the contractor to obtain a written, notarized certification from the 354 Item 21. Halff Associates, Inc. Pond Investigation – Sanger Sports Park Project No. 117-24-360 July 29, 2024 Page 7 landowner of each proposed off-site soil borrow source stating that to the best of the landowner’s knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. The soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control shall be followed. CLOSURE CMJ Engineering, Inc. appreciates the opportunity to perform this investigation and provide the recommendations herein. Readers should understand that the onsite materials have significant variability in soil type and grain size consistency. As a result, it is highly recommended that, upon completion of the excavation for the pond, CMJ Engineering, Inc. be retained to view the pond bottom soils and provide any further comments or recommendations regarding liner usage and placement. It is recommended that CMJ Engineering, Inc. be allowed the opportunity to perform appropriate moisture and density testing of any potential liner soils to verify their material compaction characteristics. Please contact us should questions arise on information contained herein. 355 Item 21. 356 Item 21. PL A N O F B O R I N G S A.1 Plate CM J P r o j e c t N o . 1 1 7 - 2 4 - 3 6 0 LE G E N D : Bo r i n g L o c a t i o n SO U R C E : G O O G L E E A R T H , 2 0 2 4 ; I M A G E R Y D A T E : 1 / 2 0 2 2 B- 1 B- 2 B- 3 Po n d I n v e s t i g a t i o n Sa n g e r S p o r t s P a r k Sa n g e r , T e x a s 0 60 12 0 F E E T AP P R O X I M A T E S C A L E 35 I-35 FRONTAGE ROAD SA N G E R S P O R T S P A R K DU C K C R E E K 357 Item 21. Fi n e - g r a i n e d s o i l s (M o r e t h a n h a l f o f m a t e r i a l i s s m a l l e r t h a n N o . 2 0 0 s i e v e ) Sa n d s (M o r e t h a n h a l f o f c o a r s e f r a c t i o n i s s m a l l e r th a n N o . 4 s i e v e s i z e ) Gr a v e l s (M o r e t h a n h a l f o f c o a r s e f r a c t i o n i s l a r g e r th a n N o . 4 s i e v e s i z e ) Sa n d s w i t h f i n e s (A p p r e c i a b l e a m o u n t o f fi n e s ) Cl e a n s a n d s (L i t t l e o r n o f i n e s ) Gr a v e l s w i t h f i n e s (A p p r e c i a b l e a m o u n t of f i n e s ) Cl e a n g r a v e l s (L i t t l e o r n o f i n e s ) Pt OH CH MH OL CL ML SC SM SP SW GC GM GP GW Grp. Sym. Peat and other highly organic soils Organic clays of medium to high plasticity, organic silts Inorganic clays of high plasticity, fat clays Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts Organic silts and organic silty clays of low plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, and lean clays Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, or clayey silts with slight plasticity Clayey sands, sand-clay mixtures Silty sands, sand-silt mixtures Poorly graded sands; gravelly sands, little or no fines Well-graded sands, gravelly sands, little or no fines Clayey gravels, gravel-sand- clay mixtures Silty gravels, gravel-sand-silt mixtures Poorly graded gravels, gravel- sand mixtures, little or no fines Well-graded gravels, gravel- sand mixtures, little or no fines Typical Names De t e r m i n e p e r c e n t a g e s o f s a n d a n d g r a v e l f r o m g r a i n s i z e c u r v e . L e s s t h a n 5 p e r c e n t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G W , G P , S W , S P M o r e t h a n 1 2 p e r c e n t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G M , G C , S M , S C 5 t o 1 2 p e r c e n t . . . . . . . . . . . . . . . . . . . . . . . . . . . Bo r d e r l i n e c a s e s r e q u i r i n g d u a l s y m b o l s Liquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and Plastic limits below "A" line or P.I. less than 4 Not meeting all gradation Liquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and Plastic limits below "A" line or P.I. greater than 4 Not meeting all gradation PLATE A.2 requirements for SW requirements for GW UNIFIED SOIL CLASSIFICATION SYSTEM Co a r s e - g r a i n e d s o i l s (m o r e t h a n h a l f o f t h e m a t e r i a l i s l a r g e r t h a n N o . 2 0 0 s i e v e s i z e ) De p e n d i n g o n p e r c e n t a g e o f f i n e s ( f r a c t i o n s m a l l e r t h a n N o . 2 0 0 s i e v e s i z e ) , c o a r s e - g r a i n e d s o i l s a r e cl a s s i f i e d a s f o l l o w s : Laboratory Classification Criteria Hi g h l y Or g a n i c so i l s Si l t s a n d c l a y s (L i q u i d l i m i t g r e a t e r t h a n 5 0 ) Si l t s a n d c l a y s (L i q u i d l i m i t l e s s t h a n 5 0 ) Liquid and plastic limits plotting between 4 and 7 are borderline cases requiring use of dual symbols Liquid and plastic limits plotting in hatched zone between 4 and 7 are borderline cases requiring use of dual symbols Major Divisions 0 10 20 30 40 50 60 70 80 90 1000 10 20 30 40 50 60 CL-ML4 7 CL CH OH and MH ML and OL Liquid Limit Plasticity Chart Pl a s t i c i t y I n d e x Cu= ----- D60 D10 greater than 6:CC= -------------- (D30)2 D10 x D60 between 1 and 3 Cu= ----- D60 D10 greater than 4:CC= -------------- (D30)2 D10 x D60 between 1 and 3 358 Item 21. SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE SAND SANDY SHALE SILT SILTY SANDSTONE CLAYEY HIGHLY PLASTIC CLAY CONGLOMERATE Shelby Tube Auger Split Spoon Rock Core Cone Pen No Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. 359 Item 21. 49 49 40 30 29 24 15 20 24 22 21 21 25 25 25 28 23 12 13 98 93 4.5+ 2.0 3.0 3.0 4.0 3.25 2.25 1.0 1.0 0.75 1.5 4.5+ 4.5+ 93 88 19 20 16 594.0 589.0 584.0 SILTY CLAY, dark brown, w/ ironstone nodules and iron seams, stiff to very stiff -hard above 2' -firm below 14' SILTY CLAY, brown, w/ ironstone nodules and iron seams, soft to firm SANDY CLAY, light brown, w/ gravel, ironstone nodules, and iron seams, stiff -w/ gray above 22' -hard below 22' RE C % Pl a s t i c i t y In d e x Boring No. Location Stratum DescriptionDe p t h , F t . CMJ 117-24-360 Water Observations Type Sa m p l e s LOG OF BORING NO. B-1 CME-55, w/ CFA609.0 6-19-24 RQ D % Bl o w s / F t . o r Pe n R e a d i n g , T. S . F . Pa s s i n g N o 2 0 0 Si e v e , % Li q u i d Li m i t , % Pl a s t i c Li m i t , % Mo i s t u r e Co n t e n t , % Un i t D r y W t . Lb s . / C u . F t . Un c o n f i n e d Co m p r e s s i o n Po u n d s / S q . F t . Project No. Project Completion Depth Completion Date Surface Elevation Sy m b o l PLATE A.4 Pond Investigation Sanger Sports Park - Sanger, Texas Seepage at 12' during drilling; water at 12' at completionSee Plate A.1 25.0' B-1 5 10 15 20 25 ENGINEERING INC. LO G O F B O R I N G 1 1 7 - 2 4 - 3 6 0 . G P J C M J . G D T 7 / 2 9 / 2 4 360 Item 21. 40 35 47 27 23 21 31 13 15 20 17 17 16 15 14 17 20 20 12 13 104 4.5+ 3.75 4.5+ 4.0 3.75 3.0 3.0 1.75 3.5 2.75 4.5+ 4.0 50/4.5" 17 14 16 14 601.0 591.0 587.0 582.0 SILTY CLAY, dark brown, w/ ironstone nodules and iron seams, very stiff to hard SANDY SILTY CLAY, brown, w/ ironstone nodules and iron seams, stiff to very stiff -w/ calcareous nodules below 8' SILTY CLAY, brown, w/ calcareous nodules, ironstone nodules and iron seams, stiff to very stiff SANDY CLAY, light brown, w/ gravel, ironstone nodules, and iron seams, very stiff to hard RE C % Pl a s t i c i t y In d e x Boring No. Location Stratum DescriptionDe p t h , F t . CMJ 117-24-360 Water Observations Type Sa m p l e s LOG OF BORING NO. B-2 CME-55, w/ CFA607.0 6-19-24 RQ D % Bl o w s / F t . o r Pe n R e a d i n g , T. S . F . Pa s s i n g N o 2 0 0 Si e v e , % Li q u i d Li m i t , % Pl a s t i c Li m i t , % Mo i s t u r e Co n t e n t , % Un i t D r y W t . Lb s . / C u . F t . Un c o n f i n e d Co m p r e s s i o n Po u n d s / S q . F t . Project No. Project Completion Depth Completion Date Surface Elevation Sy m b o l PLATE A.5 Pond Investigation Sanger Sports Park - Sanger, Texas Seepage at 17' during drilling; water at 12' at completionSee Plate A.1 25.0' B-2 5 10 15 20 25 ENGINEERING INC. LO G O F B O R I N G 1 1 7 - 2 4 - 3 6 0 . G P J C M J . G D T 7 / 2 9 / 2 4 361 Item 21. 46 55 40 28 35 24 19 25 24 24 27 29 21 18 22 23 23 11 95 4.5+ 2.5 1.75 2.5 2.25 2.0 2.5 2.5 2.0 2.5 2.0 50/5.125" 97 89 31 18 20 16 601.0 591.0 585.0 582.0 SILTY CLAY, dark brown, w/ ironstone nodules and iron seams, stiff -hard above 2' CLAY / SILTY CLAY, dark brown, w/ ironstone nodules and iron seams, stiff -grades brown below 12' SILTY CLAY, light brown and gray, w/ calcareous nodules, ironstone nodules, and iron seams, stiff CLAYEY SAND, tan, w/ gravel and calcareous nodules, very dense RE C % Pl a s t i c i t y In d e x Boring No. Location Stratum DescriptionDe p t h , F t . CMJ 117-24-360 Water Observations Type Sa m p l e s LOG OF BORING NO. B-3 CME-55, w/ CFA607.0 6-19-24 RQ D % Bl o w s / F t . o r Pe n R e a d i n g , T. S . F . Pa s s i n g N o 2 0 0 Si e v e , % Li q u i d Li m i t , % Pl a s t i c Li m i t , % Mo i s t u r e Co n t e n t , % Un i t D r y W t . Lb s . / C u . F t . Un c o n f i n e d Co m p r e s s i o n Po u n d s / S q . F t . Project No. Project Completion Depth Completion Date Surface Elevation Sy m b o l PLATE A.6 Pond Investigation Sanger Sports Park - Sanger, Texas Seepage at 12' during drilling; water at 7' at completionSee Plate A.1 25.0' B-3 5 10 15 20 25 ENGINEERING INC. LO G O F B O R I N G 1 1 7 - 2 4 - 3 6 0 . G P J C M J . G D T 7 / 2 9 / 2 4 362 Item 21. 363 Item 21. 364 Item 21. 365 Item 21. 366 Item 21. 367 Item 21. 368 Item 21. 369 Item 21. 370 Item 21. SAMPLE OF TEXAS SALES TAX EXEMPTION CERTIFICATE 371 Item 21. 372 Item 21. ADDENDA 373 Item 21. CONSTRUCTION DOCUMENTS SEE PLANS (SEPARATE DOCUMENT) 374 Item 21. PIONEER PR A I R I E R D I I N T E R S T A T E H I G H W A Y 3 5 CO W L I N G R D SU L L I V A N R D KE A T O N R D DU C K C R E E K R D SOUTHSIDE DR S 5T H S T FR E E S E D R ME S A D R LYNN SAND STONE R A I L R O A D A V E N U E RECTOR RD E WILLOW ST FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - C O V R - - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 3 A M , U S E R : ah 3 8 0 3 PORTER PARK POND REHABILITATION 90% DESIGN SUBMITTAL CIVIL CONSTRUCTION PLANS FOR SHEET INDEX PROJECT SITE 201 BOLIVAR STREET SANGER, TX 76266 TEL. (940) 458-2571 www.sangertexas.org 2601 MEACHAM BLVD, SUITE 600 FORT WORTH, TX 76137 TEL. (817) 847-1422 www.halff.com AVO: 57185.001 DATE: JANUARY, 2025 THE SEAL(S) APPEARING ON THIS CONSTRUCTION SET WERE AUTHORIZED BY: SAMSON R. LOTIGO (149676), NAME (NUMBER), ON 1/23/2025. ALTERATION OF SEALED DOCUMENTS WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF: HALFF ASSOCIATES, INC 2601 MEACHAM BLVD, SUITE 600 FORT WORTH, TX 76137 FIRM / BUSINESS NO.: TBPELS FRIM #F-312 STATE: TX DISCLAIMER: CITY OF SANGER MARISSA BARRETT GARY BILYEU DENNIS DILLON ALLEN CHICK VICTOR GANN THOMAS MUIR MAYOR CITY COUNCIL CITY MANAGER 01 JOHN NOBLITT PREPARED BY:OWNER/CLIENT: THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND LOCATION OF UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT THE "TEXAS 811" SYSTEM AT 1-800-344-8377 (DIG TESS) 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION FOR EXISTING UTILITY LOCATIONS. THE CONTRACTOR SHALL ALSO BE FULLY RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES AFFECTED BY CONSTRUCTION FOR THIS PROJECT IN ORDER TO AVOID DAMAGING THOSE UTILITIES, AND SHALL IMMEDIATELY ARRANGE FOR REPAIR AND RESTORATION OF CONTRACTOR-DAMAGED UTILITIES TO THE UTILITY COMPANY'S APPROVAL AT THE EXPENSE OF THE CONTRACTOR.Know what'sbelow. before you dig.Call R DIRECTOR OF PUBLIC WORKS JIM BOLZ DIRECTOR OF PARKS AND RECREATION RYAN NOLTING NOT TO SCALE LOCATION MAP PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX 375 Item 21. GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF SANGER, NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG), AND TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARDS AND SPECIFICATION WHERE APPLICABLE. 2.IT IS NOT THE INTENT OF THESE CONSTRUCTION NOTES TO COVER ALL DETAILS AND/OR SPECIFICATION REQUIREMENTS OF THE CITY OF SANGER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET ALL REQUIREMENTS OF THE CITY OF SANGER, WHETHER OR NOT THE REQUIREMENTS ARE SPECIFICALLY STATED IN THE PLANS OR SPECIFICATIONS. 3.THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN (MAIN LINES, NO LATERAL OR SERVICES SHOWN) ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND OR FIELD OBSERVATIONS AND ARE APPROXIMATE. NO WARRANTY IS IMPLIED AS TO THE ACTUAL LOCATION OF EXISTING UTILITIES. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR SHALL DETERMINE THE DEPTH AND LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN AND / OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL FRANCHISE AND CITY UTILITIES PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE INFORMED OF ANY VARIANCES IN HORIZONTAL LOCATION, VERTICAL LOCATION, SIZE, OR MATERIAL AT PROPOSED UTILITY CONNECTIONS WITH EXISTING BEFORE CONSTRUCTION ACTIVITIES ARE COMMENCED. 4.ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND VEGETATION. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS OUTSIDE OF THOSE SHOWN IN THESE PLANS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE CITY OF SANGER. 5.ALL CONSTRUCTION, TESTING, AND MATERIALS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE CITY OF SANGER. ALL SUBMITTALS MUST BE ORIGINALS WITH SIGNATURES WHERE APPLICABLE; FACSIMILES WILL NOT BE ACCEPTED. 6.TESTING SERVICES FOR PUBLIC PROJECTS SHALL BE PROVIDED BY A REPUTABLE TESTING FIRM. COSTS ASSOCIATED WITH THESE TESTS SHALL BE PAID BY THE CONTRACTOR. RE-TEST OF FAILED AREAS THAT DO NOT MEET THE REQUIREMENTS STATED WITHIN SHALL BE PAID FOR BY THE CONTRACTOR. 7.THE CONTRACTOR ON PRIVATE CONTRACTS OR HIS/HER DESIGNEE SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL TEMPORARY AND PERMANENT TRAFFIC CONTROL IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE LATEST REVISION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL HANDBOOK. ALL REFERENCE FOR USING TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARDS AND CONSTRUCTION DETAILS SHALL BE THE LATEST REVISIONS AND/OR AMENDMENTS THEREOF. THE MINIMUM SIGN SIZE SHALL BE THE STANDARD SIZE IN THE MANUAL. 8.THE CONTRACTOR SHALL MAKE EVERY EFFORT NOT TO IMPEDE TRAFFIC ON EXISTING STREETS, ALLEYS, OR FIRE LANES OPEN TO THE PUBLIC. IN THE EVENT THE CONSTRUCTION WORK REQUIRES THE CLOSURE OF AN EXISTING STREET, ALLEY, OR FIRE LANE, THE CONTRACTOR SHALL REQUEST THE ROAD CLOSURE THROUGH THE CITY NO LATER THAN FIVE (5) DAYS IN ADVANCE. IF THE CLOSURE ELIMINATES THE SECOND POINT OF ACCESS TO EXISTING BUILDINGS WITH A CERTIFICATE OF OCCUPANCY, THEN THE ACCESS MAY NOT BE CLOSED FOR MORE THAN FORTY-EIGHT (48) HOURS AND WILL REQUIRE FIRE MARSHAL APPROVAL IN EITHER CASE. UNLESS OTHERWISE SPECIFIED BY THE CITY, ALL OTHER STREETS OR ALLEYS MAY NOT BE CLOSED FOR MORE THAN SEVENTY-TWO (72) HOURS. 9.THE CONTRACTOR SHALL INSTALL 6' TEMPORARY CHAIN LINK FENCE INSTALLED AROUND THE PROJECT TO PROTECT CONSTRUCTION SITE AND STAGING WHERE NECESSARY. 10.ALL CONCRETE STRUCTURES, WHETHER PRECAST OR CAST-IN-PLACE, SHALL BE DESIGNED WITH APPROPRIATE SULFATE RESISTANT CEMENT OR EQUIVALENT BASED ON LOCAL SOIL CONDITIONS PER GEOTECHNICAL REPORT. PRECAST MANHOLES OR OTHER SPECIAL STRUCTURES IN ANY RIGHT-OF-WAY OR FIRE LANE EASEMENTS WILL REQUIRE A CERTIFICATION FROM THE MANUFACTURER THAT THE PRODUCT MEETS THE DESIGN CRITERIA AND TWENTY-EIGHT (28) DAY COMPRESSIVE STRENGTH. CAST-IN-PLACE MANHOLES OR OTHER SPECIAL STRUCTURES IN ANY RIGHT-OF-WAY AND FIRE LANE OR UTILITY EASEMENTS WILL REQUIRE CYLINDERS TO BE MADE FOR STRENGTH TESTS BY AN APPROVED LABORATORY. LABORATORY TEST REPORTS SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR APPROVAL. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 100-150 CU YD OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQ FT OF SURFACE AREA FOR SLABS OR WALLS. FOUR (4) CYLINDERS SHALL BE MADE: ONE (1) SHALL BE BROKEN AT SEVEN (7) DAYS, TWO (2) SHALL BE BROKEN AT TWENTY-EIGHT (28) DAYS, AND ONE (1) SHALL BE HELD IN CASE OF DAMAGE OF ANY OF THE OTHER THREE (3). THE AVERAGE STRENGTH OF TWO (2) CYLINDERS FROM THE SAME SAMPLE, TESTED AT TWENTY-EIGHT (28) DAYS, IS REQUIRED FOR EACH STRENGTH TEST; ANY STRENGTH TEST BEYOND TWENTY-EIGHT (28) DAYS IS UNACCEPTABLE. IF THE TWENTY-EIGHT (28) DAY DESIGN STRENGTH IS NOT REACHED UPON STRENGTH TESTING THE CYLINDERS, THE DEFICIENT AREA SHALL BE CORED IMMEDIATELY TO BE PROVED OUT. FOR ANY AREAS DEFICIENT IN STRENGTH BY NOT MORE THAN 500 PSI, THE CONTRACTOR SHALL PAY TO THE CITY ONE (1) TIME THE UNIT BID PRICE PER SQUARE YARD FOR THE AREA DETERMINED TO BE DEFICIENT IN STRENGTH. FOR ANY AREAS DEFICIENT IN STRENGTH BY MORE THAN 500 PSI BUT NOT MORE THAN 1000 PSI, THE CONTRACTOR SHALL PAY TO THE CITY TWO (2) TIMES THE UNIT BID PRICE PER SQUARE YARD FOR THE AREA DETERMINED TO BE DEFICIENT IN STRENGTH. FOR ANY AREAS DEFICIENT IN STRENGTH BY MORE THAN 1000 PSI, THE STRUCTURE SHALL BE REMOVED AND RECONSTRUCTED AT THE FULL EXPENSE OF THE CONTRACTOR. PRIOR TO CITY ACCEPTANCE OF ANY PENALTY PAYMENTS FOR ANY TRAFFIC BEARING STRUCTURE THAT DOES NOT MEET TWENTY-EIGHT (28) DAY DESIGN STRENGTH; THE DESIGN ENGINEER SHALL PROVIDE A SEALED STRUCTURAL EVALUATION THAT ASSESSES THE PERFORMANCE ADEQUACY OF THE DEFICIENT STRUCTURE AS CONSTRUCTED UNDER THE DESIGN SERVICE LOADS. ALL CORING AND ADDITIONAL LABORATORY TESTING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 11.BLASTING IS NOT PERMITTED ON THIS PROJECT. 12.ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. 13.THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF THE REGISTERED PROFESSIONAL ENGINEER(S) HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THE WORK. 14.THE TRENCH EXCAVATION AND SHORING SAFETY SYSTEM, AS OUTLINED IN THE TECHNICAL SPECIFICATIONS, WILL BE REQUIRED AS A MINIMUM TRENCH SAFETY MEASURE AS REQUIRED BY OSHA. 15.A PRE-CONSTRUCTION CONFERENCE IS TO BE HELD PRIOR TO BEGINNING CONSTRUCTION. THIS CONFERENCE SHALL TAKE PLACE AT A LOCATION SELECTED BY OWNER & ENGINEER. CONTRACTOR TO ARRANGE A MEETING DATE WITH THE OWNER AT LEAST SEVEN DAYS PRIOR TO THE MEETING TIME. 16.CONTRACTOR SHALL NOTIFY THE OWNER, OWNER'S REPRESENTATIVE, AND TCEQ (IF APPLICABLE) BY TELEPHONE A MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION STARTUP, FOLLOWED BY A LETTER OF CONFIRMATION. 17.CONTRACTOR SHALL ASSURE HIMSELF THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR ARE TO BE OBTAINED AT THE CONTRACTORS EXPENSE. 18.CONTRACTOR SHALL GIVE A MINIMUM OF 48 HOURS NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCEMENT OF WORK. 19.CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS A RESULT OF THESE CONSTRUCTION OPERATIONS ARE TO BE REPAIRED IMMEDIATELY BY THE CONTRACTOR TO AT LEAST THE PRE-EXISTING CONDITION AT NO ADDITIONAL COST TO OWNER. 20.WHEN UNLOCATED OR INCORRECTLY LOCATED UNDERGROUND PIPING OR A BREAK IN A LINE OR OTHER UTILITIES AND SERVICES ARE ENCOUNTERED DURING SITE WORK OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE APPLICABLE UTILITY COMPANY IMMEDIATELY TO OBTAIN PROCEDURE DIRECTIONS. THE CONTRACTOR SHALL COOPERATE WITH THE APPLICABLE UTILITY COMPANY IN MAINTAINING ACTIVE SERVICES IN OPERATION. 21.THE CONTRACTOR SHALL MAINTAIN ACCESS TO PUBLIC AND PRIVATE FACILITIES DURING CONSTRUCTION. CONSTRUCTION ACTIVITIES TO BE COORDINATED WITH THE OWNER. 22.THE CONTRACTOR SHALL COORDINATE INTERRUPTIONS OF ALL UTILITIES AND SERVICES WITH APPLICABLE UTILITY COMPANY OR COMPANIES. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY COMPANY OR AGENCY INVOLVED. 23.THE CONTRACTOR SHALL LOCATE, PROTECT, AND MAINTAIN BENCHMARKS, MONUMENTS, AND CONTROL POINTS. THE CONTRACTOR SHALL RE-ESTABLISH DISTURBED OR DESTROYED ITEMS BY A REGISTERED PUBLIC SURVEYOR IN THE STATE OF TEXAS, AT NO ADDITIONAL COST TO OWNER. 24.EXISTING PAVING, BUILDING, AND OTHER ITEMS SHOWN ON PLANS NOT SPECIFICALLY RELATED TO THE WORK OF THE CONTRACTOR IS FOR INFORMATION ONLY. 25.DEMOLITION PERMITS (IF NEEDED) ARE TO BE OBTAINED BY THE CONTRACTOR. 26.COORDINATES SHOWN FOR STRUCTURE LOCATIONS ARE REFERENCED TO OUTSIDE FACE OF EXTERIOR WALL AT GRADE OR TO CENTERLINE OF STRUCTURE, UNLESS OTHERWISE ON PLANS. 27.EXISTING SURFACE AND SUBSURFACE STRUCTURES (GAS MAINS, WATER MAINS, STORM SEWERS, TELEPHONE CABLES, ETC.) ARE SHOWN ON THE PLANS IF THEIR LOCATION HAS BEEN DETERMINED, BUT IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AVOID DAMAGING THESE EXISTING STRUCTURES WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR FAILURE TO SHOW ANY OR ALL OF THESE STRUCTURES ON THE PLANS OR TO SHOW THEM IN THEIR EXACT LOCATION. IF ANY STRUCTURE IS DAMAGED BY THE CONTRACTOR, IT SHALL BE HIS RESPONSIBILITY TO REPAIR THE DAMAGE AT HIS OWN EXPENSE AND RESTORE THE STRUCTURE TO ITS ORIGINAL CONDITION. 28.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, ELEVATIONS AND DIMENSIONS OF ADJACENT AND/OR CONFLICTING UTILITIES IN ADVANCE OF CONSTRUCTION IN ORDER THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES, IF REQUIRED. THE CONTRACTOR SHALL PRESERVE AND PROTECT PUBLIC UTILITIES AT ALL TIMES DURING CONSTRUCTION. ANY DAMAGE TO UTILITIES RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED AT HIS EXPENSE. THE ENGINEER SHALL BE NOTIFIED WHEN PROPOSED FACILITY GRADES CONFLICT WITH EXISTING UTILITY GRADES. 29.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING "AS-RECORDED" PLANS TO THE ENGINEER OF RECORD SHOWING THE LOCATION OF ALL DRAINAGE STRUCTURES. THIS INFORMATION SHALL BE PLACED ON THE ENGINEERING PLANS AND MARKED "RECORD DRAWING" PLANS ALONG WITH THE DATE AND THE NAME OF THE CONTRACTOR BY THE ENGINEER OF RECORD. COPIES OF THESE "RECORD DRAWING" PLANS SHALL BE FURNISHED TO THE CITY ON MYLARS, BLACKLINE PRINTS, AND ELECTRONICALLY. 30.THE CONTRACTOR SHALL FURNISH A MAINTENANCE BOND IN THE AMOUNT OF 100% (ONE HUNDRED PERCENT) OF THE TOTAL CONTRACT PRICE TO THE CITY TO RUN TWO (2) YEARS FROM THE DATE OF FINAL ACCEPTANCE OF THE PROJECT BY THE CITY. 31.CONTRACTOR IS RESPONSIBLE FOR PICKING UP ALL DEBRIS / TRASH FROM CONSTRUCTION SITE DAILY. 32.CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE INFORMATION CONTAINED IN THE PROJECTS GEOTECHNICAL REPORT TITLED “CMJ REPORT 117-24-360 - POND INVESTIGATION - SANGER SPORTS PARK - SANGER, TEXAS" DATED JULY 2024 AND PREPARED BY CMJ ENGINEERING, INC. NO EXTRA PAY SHALL BE MADE FOR DELAYS OR COST INCURED AS A RESULT OF, BUT NOT LIMITED TO, DEWATERING ACTIVITIES OR UNANTICIPATED SOIL CONDITIONS DURING EARTHWORK ACTIVITIES. 33.ALL VERTICAL REBAR EXPOSED FOR LONGER THAN 1 DAY SHALL HAVE AN ORANGE PROTECTIVE CAP FASTENED TO THE TOP. THIS PROTECTION MEASURE SHALL APPLY FOR ALL EXPOSED REBAR ON THE PROJECT REGARDLESS OF WHETHER IT IS RELATED TO CONSTRUCTION, STAKING, EROSION CONTROL, OR ANY OTHER ASPECT OF THE PROJECT. CONSTRUCTION SEQUENCING NOTES 1.THE COMMENCEMENT OF WORK SHALL FOLLOW THE FOLLOWING ORDER: a.ACQUIRE ALL PERMITS b.IMPLEMENT SWPPP c.CONDUCT AQUATIC RELOCATION ACTIVITIES d.SECURE ENTIRE SITE WITH SECURITY FENCING e.LOCATE ALL EXISTING UTILITIES ON THE ENTIRE SITE 2.EQUIPMENT AND MATERIALS (WASTE AND/OR UNINSTALLED PRODUCT) SHALL BE STORED WITHIN THE WORK SITE AND SHALL NOT BE VISIBLE BY THE GENERAL PUBLIC FROM OUTSIDE OF THE WORKSITE. IF MATERIAL AND EQUIPMENT CANNOT BE STORED OUT OF SIGHT THEN THE CONTRACTOR SHALL COORDINATE WITH THE CITY TO DETERMINE ACCEPTABLE STORAGE. GENERAL ENVIRONMENTAL NOTES 1.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS REGARDING EXCESS AND WASTE MATERIAL, INCLUDING METHODS OF HANDLING AND DISPOSAL. 2.CONTRACTOR SHALL LOCATE MATERIAL STORAGE AREAS AWAY FROM STORMWATER CONVEYANCE SYSTEMS. PROVIDE PROTECTED STORAGE AREAS FOR CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER POTENTIALLY TOXIC MATERIALS. 3.FUEL STORAGE IS NOT ALLOWED ON THIS PROJECT. 4.THE CONTRACTOR SHALL ADVISE OWNER IMMEDIATELY, VERBALLY AND IN WRITING, OF ANY FUEL OR TOXIC MATERIALS SPILLS WITHIN THE PROJECT/CONSTRUCTION AREA AND THE ACTIONS TO BE TAKEN TO REMEDY THE PROBLEM. 5.THE CONTRACTOR SHALL DISPOSE OF FUELS, HAZARDOUS MATERIALS, AND CONTAMINATED EXCAVATIONS IN A LEGALLY APPROVED MANNER. 6.NO OPEN BURNING IS ALLOWED WITHIN THE CITY LIMITS. 7.DEWATERING ACTIVITIES SHALL COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS. STORMWATER NOTES 1.THROUGHOUT THE CONSTRUCTION, AND AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL ASSURE THAT DRAINAGE OF STORMWATER RUNOFF IS NOT BLOCKED. 2.DURING CONSTRUCTION, THE STORM WATER RUNOFF FROM ALL DISTURBED AREAS SHALL BE FILTERED BY SILT FENCES AND/OR ROCK BERMS. THESE TEMPORARY EROSION AND SEDIMENTATION CONTROLS ARE TO REMAIN IN PLACE UNTIL THE DISTURBED AREAS ARE REVEGETATED, AND THE AREAS HAVE BECOME PERMANENTLY STABILIZED. ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS SHALL BE INSPECTED PERIODICALLY FOR DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES AND FOLLOWING EVERY RAINFALL. DAMAGED OR OBSTRUCTED CONTROLS TO BE REPAIRED/REPLACED AS NECESSARY TO MAINTAIN THEIR PROPER OPERATION. 3.CONTRACTOR IS REQUIRED TO OBTAIN A TPDES TXR150000 PERMIT FROM THE TEXAS COMMISION ON ENVIRONMENTAL QUALITY (TCEQ) FOR SMALL CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS REQUIRED TO PROVIDE THE NECESSAY SWPPP IN ACCORDANCE WITH THE PERMIT. TOTAL DISTURBED AREA = 3.24 ACRES. SITE GRADING NOTES 1.THE CONTRACTOR SHALL CONTROL DUST CAUSED BY THE WORK AND COMPLY WITH POLLUTION CONTROL REGULATIONS OF GOVERNING AUTHORITIES. 2.EXCESS EXCAVATED MATERIAL SHALL BE STOCKPILED IN DESIGNATED AREA AS SHOWN ON PLANS OR AS DIRECTED BY THE OWNER. REINFORCED FILTER FABRIC FENCE TO BE INSTALLED AROUND STOCKPILE ON DOWNSTREAM SIDE AND BOTH SIDES ADJACENT TO THE DOWNSTREAM SIDE. STOCKPILES ARE NOT TO TRAP OR POND WATER. TOPSOIL TO BE STOCKPILED SEPARATELY. ALL EXCESS EXCAVATED MATERIAL IS TO BE REMOVED FROM THE SITE, CONTRACTOR TO NOTIFY TCEQ AND THE OWNER'S REPRESENTATIVE OF LOCATION OF DISPOSAL BEFORE MATERIAL IS REMOVED. 3.THE FINISHED GRADE ELEVATIONS SHOWN ARE INTENDED TO PROVIDE ADEQUATE DRAINAGE. MINOR FIELD CHANGES MAY BE NECESSARY TO PROVIDE ADEQUATE DRAINAGE. GRADE UNIFORMLY BETWEEN ELEVATIONS SHOWN TO PROVIDE DRAINAGE. 4.ADJUST MANHOLE COVERS, VALVE BOXES, ELECTRICAL MANHOLES, ETC. TO MATCH PROPOSED FINISHED GRADE (NO SEPARATE PAY). 5.THE DESIGN OF DEWATERING SYSTEMS REQUIRED FOR PROPER CONSTRUCTION ARE THE SOLE RESPONSIBILTY OF THE CONTRACTOR. 6.SUBGRADE SHOULD BE FIRM AND ABLE TO SUPPORT THE CONSTRUCTION EQUIPMENT WITHOUT DISPLACMENT. SOFT OR YIELDING SUBGRADE SHOULD BE CORRECTED AND MADE STABLE BEFORE CONSTRUCTION PROCEEDS. THE SUBGRADE SHOULD BE PROOF ROLLED TO DETECT SOFT SPOTS, WHICH IF EXIST, SHOULD BE REWORKED TO PROVIDE A FIRM AND OTHERWISE SUITABLE SUBGRADE. PROOF ROOLING SHOULD BE PERFORMED USING A HEAVY PNEUMATIC TIRED ROLLER, LOADED DUMP TRUCK, OR SIMILAR PIECE OF EQUIPMENT. 7.FOR SUBGRADE PREPARATION, STRIP THE SITE OF ALL VEGETATION TO A MINIMUM DEPTH OF 6-INCHES BELOW EXISTING GRADE AND REMOVE ANY REMAINING ORGANIC OR DELETERIOUS MATERIAL. 8.FILL MATERIAL SHOULD BE UNIFORM WITH RESPECT TO MATERIAL TYPE AND MOISTURE CONTENT. CLODS AND CHUNKS OF MATERIAL SHOULD BE BROKEN DOWN AND THE FILL MATERIAL MIXED BY DISKING, BLADING, OR PLOWING, AS NECESSARY SO THAT A MATERIAL OF UNIFORM MOSITURE AND DENSITY IS OBTAINED FOR EACH LIFT. WATER REQUIRED FOR SPRINKING TO BRING THE FILL MATERIAL TO THE PROPER MOISTURE CONTENT SHOULD BE APPLIED EVENLY THROUGH EACH LAYER. 9.IF FILL IS TO BE PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 5 HORIZONTAL TO 1 VERTICAL, THEN THE FILL MATERIALS SHOULD BE BENCHED IN THE EXISTING SLOPES IN SUCH A MANNER AS TO PROVIDE A GOOD CONTACT BETWEEN THE TWO MATERIALS AND ALLOW RELATIVELY HORIZONTAL LIFT PLACEMENT. 10.EACH LIFT SHOULD BE COMPACTED, TESTED, AND APPROVED BEFORE ANOTHER LIFT IS ADDED. EROSION/SEDIMENTATION AND TREE PROTECTION NOTES 1.THE CONTRACTOR TO INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROLS AND TREE/NATURAL AREA PROTECTIVE FENCING PRIOR TO ANY SITE PREPARATION WORK (CLEARING, GRUBBING, GRADING, OR EXCAVATION). CONTRACTOR TO REMOVE EROSION/SEDIMENTATION CONTROLS AT THE COMPLETION OF PROJECT AND GRASS RESTORATION. 2.THE PLACEMENT OF EROSION/SEDIMENTATION CONTROLS TO BE IN ACCORDANCE WITH THE PROPOSED EROSION CONTROL PLANS. DEVIATIONS FROM THE PLAN MUST BE SUBMITTED TO AND APPROVED BY THE OWNER. 3.EROSION AND SEDIMENTATION CONTROLS TO BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILDUP WITHIN TREE DRIPLINES. 4.TO AVOID SOIL COMPACTION, NO VEHICULAR TRAFFIC, PARKING, OR STORAGE OF EQUIPMENT OR MATERIALS IS ALLOWED IN THE TREE DRIPLINE AREAS. 5.TREES TO BE REMOVED IN A MANNER WHICH DOES NOT IMPACT TREES TO BE PRESERVED. 6.INTENTIONAL RELEASE OF VEHICLE OR EQUIPMENT FLUIDS ONTO THE GROUND IS NOT ALLOWED. CONTAMINATED SOIL RESULTING FROM ACCIDENTAL SPILL TO BE REMOVED AND DISPOSED OF PROPERLY. DETOURS, BARRICADES, WARNING SIGNS, ETC. 1.TRAFFIC MUST BE HANDLED THROUGHOUT THE PROJECT DURING CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR THE SAFE AND COMFORTABLE PASSAGE OF TRAFFIC WITH MINIMAL INCONVENIENCE TO THE PUBLIC AT ALL TIMES. TRAFFIC LANES SHALL BE ENTIRELY OPEN TO TRAFFIC EACH NIGHT AND NO EQUIPMENT SHALL BE LEFT IN A POSITION OVERNIGHT THAT WILL ENDANGER TRAFFIC. 2.A FLAGGER SHALL BE STATIONED WHERE ANY EQUIPMENT IS WORKING ON THE ROAD OR WHERE ANY OTHER HAZARDS DUE TO CONSTRUCTION OPERATIONS EXIST OR AS DIRECTED BY THE ENGINEER. 3.THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES THROUGHOUT ALL PHASES OF CONSTRUCTION. ADEQUACY OF ACCESS WILL BE AT THE DISCRETION OF THE ENGINEER. SAFE ENTRANCE AND EXIT TO ALL DRIVEWAYS SHALL BE PROVIDED WITH A MINIMUM OF INCONVENIENCE. 4.THE CONTRACTOR SHALL NOT STORE ANY CONSTRUCTION MATERIAL OR EQUIPMENT AT ANY LOCATION THAT WILL CONSTITUTE A HAZARD AND WILL ENDANGER TRAFFIC. 5.THE CONTRACTOR SHALL NOTIFY THE OWNER OF IMPENDING/UPCOMING LANE CLOSURES A MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF LANE CLOSURES. 6.FOR THIS PROJECT, UNLESS OTHERWISE NOTED IN THE PLANS AND/OR AS DIRECTED BY THE ENGINEER, NO LANE CLOSURES SHALL BE ALLOWED OTHER THAN THOSE IN THE TRAFFIC CONTROL PLAN. 7.THE CONTRACTOR MAY PROPOSE/RECOMMEND MODIFICATIONS TO THE SEQUENCE OF WORK FOR CONSIDERATION BY THE ENGINEER. ANY MAJOR RECOMMENDED MODIFICATION BY THE CONTRACTOR SHALL INCLUDE ANY CHANGES TO THE VARIOUS PAY ITEMS, IMPACT TO TRAFFIC, EFFECT OF OVERALL PROJECT IN TIME AND COST, ETC. THE CONTRACTOR SHALL NOT PROCEED WITH ANY CONSTRUCTION OPERATIONS BASED ON A REVISED PHASE/SEQUENCE UNTIL HE/SHE OBTAINS WRITTEN APPROVAL FROM THE ENGINEER. IF AT ANY TIME DURING CONSTRUCTION THE CONTRACTOR'S PROPOSED PLAN OF OPERATION FOR HANDLING TRAFFIC DOES NOT PROVIDE SAFE AND COMFORTABLE MOVEMENT, THE CONTRACTOR SHALL IMMEDIATELY CHANGE HIS OPERATION TO CORRECT THE UNSATISFACTORY CONDITION. 8.THE CONTRACTOR SHALL INSTALL AND MAINTAIN AN ADEQUATE NUMBER OF BARRICADES, WARNING AND DIRECTIONAL SIGNS TO DELINEATE TRAFFIC FOR ANY DETOURS. 9.ALL CONSTRUCTION TRAFFIC SHALL BE REGULATED SO AS TO CAUSE A MINIMUM OF INCONVENIENCE TO THE TRAVELING PUBLIC. AT POINTS WHERE IT IS NECESSARY FOR TRUCKS TO STOP AND UNLOAD, WARNING SIGNS AND FLAGGERS SHALL BE PROVIDED AS NECESSARY TO ADEQUATELY PROTECT TRAVEL. 10.ALL BARRICADES, SIGNS, WARNING LIGHTS, ETC. SHALL BE ACCORDING TO THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 11.THE CONTRACTOR MAY, WITH THE APPROVAL OF AND AS DIRECTED BY THE ENGINEER, BE REQUIRED TO FURNISH ADDITIONAL SIGNS AND BARRICADES TO THOSE INDICATED ON THE PLANS TO MAINTAIN THE SAFE PASSAGE OF TRAFFIC THROUGHOUT THE CONSTRUCTION SITE PARTICULARLY IN THOSE AREAS OF IMMEDIATE WORK. 12.UPON COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE IS MADE, THE CONTRACTOR SHALL SHAPE AND FINISH SUCH PORTIONS OF THE RIGHT-OF-WAY AS MAY HAVE BEEN DISTURBED IN MAKING THE ABOVE PROVISIONS FOR TRAFFIC AND WILL BE REQUIRED TO LEAVE THE ENTIRE RIGHT-OF-WAY IN A SMOOTH, NEAT AND SIGHTLY CONDITION. 13.CONTRACTOR SHALL HAVE A COMPANY REPRESENTATIVE CERTIFIED IN FLAGGER TRAINING APPROVED BY TXDOT 14.THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE TRAFFIC CONTROL AND WILL BE RESPONSIBLE FOR FURNISHING ALL TRAFFIC CONTROL DEVICES AND FLAGGERS. THE CONSTRUCTION METHODS SHALL BE CONDUCTED TO PROVIDE THE LEAST POSSIBLE INTERFERENCE TO TRAFFIC SO AS TO PERMIT THE CONTINUOUS MOVEMENT OF TRAFFIC IN ALL ALLOWABLE DIRECTIONS AT ALL TIMES. 15.THE CONTRACTOR SHALL PROVIDE FOR THE PASSAGE OF TRAFFIC THROUGH THE PROJECT WITH SIGNS, LIGHTS AND BARRICADES IN ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AS REQUIRED FOR MAINTENANCE ACTIVITIES AND TO THE SATISFACTION OF THE ENGINEER. 16.LANE CLOSURES WILL NOT BE ALLOWED UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. IF LANE CLOSURES ARE APPROVED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER FIVE (5) DAYS IN ADVANCE OF THE CLOSURE. TCP'S SHALL CONFORM TO TXDOT STANDARDS. 17.THE CONTRACTOR SHALL NOT IMPACT EXISTING PEDESTRIAN FACILITIES OR CIRCULATION OUTSIDE OF THE PROJECT AREA. THE CONTRACTOR SHALL PROVIDE PROTECTIVE FENCING AROUND THE PROJECT AREA AT THE CONTRACTORS EXPENSE IF DESIRED BY THE CITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE PUBLIC ADJACENT TO THE PROJECT AREA. OFPAGE NUMBER 01/23/2025 N/A 02 02 19 SRL SRL JTH GENERAL NOTES REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - G N T S - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 3 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 376 Item 21. EVLTEVLT EVLTLP LP SGN SGN TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREETREE TREETREE TREE TREE TREE TREETREE TREE EVLTLP EVLT TREE EVLTLP SGN SGN SGN TREE SGN TREETREE TREE LP TREE TREE SGN SGN LP SGN TREE BENCH BENCH 600 6 0 0 6 0 0 6 0 0 60 5 605 6 0 5 6 0 5 6 0 5 605 610 610 6 1 0 6 1 0 610 59 7 59 7 59 8 59 8 599 5 9 9 59 9 59 9 601 6 0 1 6 0 1 6 0 1 6 0 2 6 0 2 602 6 0 2 6 0 3 6 0 3 6 0 3 603 604 604 6 0 4 6 0 4 6 0 4 604 60 6 606 6 0 6 6 0 6 6 0 6 606 6 0 7 607 6 0 7 6 0 7 6 0 7 607 608 6 0 8 608 6 0 8 6 0 8 609 609 609 6 0 9 6 0 9 610 609 608 607 606 605 604 603 6 1 0 6 0 9 6 0 8 6 0 7 6 0 6 60 5 60 4 6 0 3 6 1 0 6 0 9 6 0 8 60 8 60 7 60 6 60 5 60 4 60 3 601 600 599 598 597 59 7 59 8 59 9 60 0 60 1 60 2 60 3 60 4 60 6 60 7 609 608 607 606 605 604 603 602 601 602 603 604 605 606 607 608 100 SXTP 610.13 300 SXTP 610.32 102 XBOX 606.39 101 SXTP 610.17 PORTER PARK POND SURVEY CONTROL POINTS POINT NO. 100 101 102 300 NORTHING 7173972.40 7173522.34 7173590.96 7173767.51 EASTING 2370605.08 2371061.84 2371339.24 2371296.48 ELEVATION 610.13 610.17 606.39 610.32 DESCRIPTION SET "X" TRAVERSE POINT SET "X" TP SET "X" W/BOX CUT SET "X" TRAVERSE POINT 0 SCALE IN FEET 20 40 80 OFPAGE NUMBER 01/23/2025 1" = 40' 03 03 19 SRL SRL JTH PROJECT LAYOUT REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - P R O J - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 9 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 EXISTING UTILITIES IN THE AREA. UTILITY LOCATIONS SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THE THIS AREA.(1-800-DIG-TESS) R LEGEND: 1.BASIS OF BEARING IS THE TEXAS COORDINATE SYSTEM NORTH CENTRAL ZONE (4202), NORTH AMERICAN DATUM OF 1983 (NAD83). DISTANCES SHOWN ARE US SURVEY FEET DISPLAYED IN SURFACE VALUES WITH A SCALE FACTOR OF 1.00015. NOTES: CONTROL POINT NO. 101 SURVEY DATA 377 Item 21. STOCKPILE/ STAGING AREA INSTALL STABILIZED CONSTRUCTION ENTRANCE INSTALL STABILIZED CONSTRUCTION ENTRANCE (SEE NOTE 1) TEMPORARY PARK SECURITY FENCE WITH GREEN PRIVACY SCREENING PORTER PARK POND TRAIL CLOSED TRAIL CLOSED INSTALL CONSTRUCTION PROTECTION MAT (SEE NOTE 1) INSTALL CONSTRUCTION PROTECTION MAT (SEE NOTE 1) TRAIL CLOSED 0 SCALE IN FEET 25 50 100 OFPAGE NUMBER 01/23/2025 1" = 50' 04 04 19 SRL SRL JTH ACCESS AND STAGING PLAN REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - A C C S - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 3 6 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 LEGEND: STABILIZED CONSTRUCTION ENTRANCE STOCKPILE/STAGING AREA TEMPORARY PARK SECURITY FENCING ACCESS ROUTES NOTES: 1.THE CONTRACTOR SHALL ENDEAVOR TO PROTECT EXISTING SECTIONS OF CONCRETE TRAIL THAT MUST BE CROSSED TO ACCESS PROJECT SITE. IF DAMAGES TO THE EXISTING CONCRETE TRAIL OCCUR DURING THE COURSE OF CONSTRUCTION WORK THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF THE DAMAGED TRAIL SECTION AT THEIR OWN EXPENSE. TRAFFIC SIGN CONSTRUCTION PROTECTION MAT 378 Item 21. SXTP EVLTEVLT EVLT LP LP SGN SGN TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE EVLT LP EVLT TREE SGN SGN TREE SGN TREE TREE TREE LP TREE TREE SGN SGN LP SGN TREE BENCH XBOX 600 60 0 6 0 0 6 0 0 60 5 605 6 0 5 6 0 5 6 0 5 605 610 610 6 1 0 6 1 0 610 59 7 59 7 59 8 59 8 599 5 9 9 59 9 59 9 601 60 1 6 0 1 6 0 1 6 0 2 6 0 2 602 6 0 2 6 0 3 6 0 3 6 0 3 603 604 604 6 0 4 6 0 4 6 0 4 604 60 6 606 6 0 6 6 0 6 6 0 6 606 6 0 7 607 6 0 7 6 0 7 6 0 7 607 608 6 0 8 608 6 0 8 6 0 8 609 609 609 6 0 9 6 0 9 SXTP 610 609 608 607 606 605 604 603 6 1 0 6 0 9 6 0 8 6 0 7 6 0 6 60 5 60 4 6 0 3 6 1 0 6 0 9 6 0 8 60 8 60 7 60 6 60 5 60 4 60 3 601 600 599 598 597 59 7 59 8 59 9 60 0 60 1 60 2 60 3 60 4 60 6 60 7 609 608 607 606 605 604 603 602 601 602 603 604 605 606 607 608 PORTER PARK POND WSEL = 606.36' R2 1 ' R8 1 . 6 ' R1 0 0 ' R1 2 0 ' R1 0 0 ' R1 0 0 ' R55.5' R1 2 5 ' R17' R2 5 0 ' R1 0 0 ' R120' R 1 1 0 ' R100' 1 2 3 5 6 7 8 9 10 1112 13 15 17 18 23 24 25 27 28 29 30 32 33 34 35 3637 38 39 40 41 PROPOSED SD "A" EXISTING POND FOUNTAIN TO REMAIN IN PLACE 14 16 19 22 21 20 26 31 4 R 3 2 ' R18 ' R2 4 ' R8' R23' R100 ' DIMENSION CONTROL POINTS POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 NORTHING 7173774.82 7173777.89 7173740.10 7173680.87 7173631.73 7173637.42 7173632.76 7173694.51 7173694.59 7173703.30 7173724.13 7173724.13 7173752.20 7173758.45 7173761.43 7173704.74 7173758.17 7173755.01 7173737.82 7173735.69 7173731.80 EASTING 2370745.79 2370787.57 2370793.11 2370808.07 2370887.50 2370990.76 2371031.10 2371207.47 2371207.36 2371193.48 2371071.46 2371071.46 2371059.55 2371074.06 2371095.50 2371308.78 2371164.17 2371226.97 2371278.20 2371285.68 2371290.82 ELEVATION 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 DIMENSION CONTROL POINTS POINT NO. 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 NORTHING 7173723.69 7173704.71 7173694.27 7173653.95 7173616.84 7173607.70 7173600.65 7173560.41 7173556.34 7173549.34 7173516.85 7173479.98 7173538.10 7173560.95 7173575.21 7173578.36 7173606.14 7173684.94 7173728.91 7173748.30 EASTING 2371294.76 2371308.75 2371314.76 2371329.01 2371335.03 2371339.31 2371322.19 2371324.64 2371339.66 2371334.46 2371319.52 2371142.18 2371081.30 2371042.92 2370998.65 2370986.21 2370836.35 2370756.50 2370747.75 2370745.83 ELEVATION 606.36 606.35 606.36 606.36 606.36 606.36 603.42 604.16 606.40 606.35 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 606.36 0 SCALE IN FEET 15 30 60 OFPAGE NUMBER 01/23/2025 1" = 30' 05 05 19 SRL SRL JTH DIMENSION CONTROL PLAN REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - D I M S - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 4 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 LEGEND: NORMAL POOL SURVEY DATA POINT NUMBER 7 EXISTING UTILITIES IN THE AREA. UTILITY LOCATIONS SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THE THIS AREA.(1-800-DIG-TESS) R 379 Item 21. SXTP EVLTEVLT EVLT LP LP SGN SGN TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE EVLT LP EVLT TREE EVLT LP SGN SGN SGN TREE SGN TREE TREE TREE LP TREE TREE SGN SGN LP SGN TREE BENCH BENCH XBOX 600 6 0 0 6 0 0 6 0 0 60 5 605 6 0 5 6 0 5 6 0 5 605 610 610 6 1 0 6 1 0 610 59 7 59 7 59 8 59 8 599 5 9 9 59 9 59 9 601 6 0 1 6 0 1 6 0 1 6 0 2 6 0 2 602 6 0 2 6 0 3 6 0 3 6 0 3 603 604 604 6 0 4 6 0 4 6 0 4 604 60 6 606 6 0 6 6 0 6 6 0 6 606 6 0 7 607 6 0 7 6 0 7 6 0 7 607 608 6 0 8 608 6 0 8 6 0 8 609 609 609 6 0 9 6 0 9 SXTP 610 609 608 607 606 605 604 603 6 1 0 6 0 9 6 0 8 6 0 7 6 0 6 60 5 60 4 6 0 3 6 1 0 6 0 9 6 0 8 60 8 60 7 60 6 60 5 60 4 60 3 60 1 600 599 598 597 59 7 59 8 59 9 60 0 60 1 60 2 60 3 60 4 60 6 60 7 609 608 607 606 605 604 603 602 601 602 603 604 605 606 607 608 PORTER PARK POND WSEL = 606.36' EXISTING FLOATING DOCK TO BE SALVAGED REFURNISHED WITH TREX (OR APPROVED EQUAL) DECKING MATERIAL, AND RESET REMOVE AND REPLACE HEADWALL HEADWALL TO REMAIN AND BE PROTECTED IN PLACE REMOVE 48 LF OF 24" HDPE PIPE REMOVE, SALVAGE AND REINSTALL POND FOUNTAIN, CONTROLLER, AND PUMP IRRIGATION WET WELL FLUME PIPES TO REMAIN CONCRETE OVERFLOW WEIR TO REMAIN REMOVE AND REINSTALL SIGN REMOVE AND REINSTALL SIGN (3) REMOVE AND REINSTALL SIGN REMOVE 8 SY RIPRAP REMOVE 11 SY RIPRAP INSTALL 2,406 LF TEMPORARY PARK SECURITY FENCE WITH GREEN PRIVACY SCREENING REMOVE AND REPLACE 29 LF OF 18" HDPE PIPE WITH WATER TIGHT JOINTS LIGHT POLE AND ELECTRIC FACILITIES TO REMAIN AND BE PROTECTED IN PLACE LIGHT POLE AND ELECTRIC FACILITIES TO REMAIN AND BE PROTECTED IN PLACE EXISTING SIGNS TO REMAIN IN PLACE (2) REMOVE, SALVAGE AND REINSTALL 2'X2'X2' LAKE SCREEN AROUND FLUME PIPE ALONG WITH STAKED SAKRETE CONCRETE BAGS PLATFORM !!!WARNING!! UNDERGROUND ELECTRIC 0 SCALE IN FEET 15 30 60 OFPAGE NUMBER 01/23/2025 1" = 30' 06 06 19 SRL SRL JTH DEMOLITION PLAN REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - D E M O - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 4 1 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 LEGEND: STORM DRAIN/HEADWALL REMOVAL RIPRAP REMOVAL FEATURE TO BE REMOVED OR RELOCATED SURVEY DATA NORMAL POOL TEMPORARY PARK SECURITY FENCING EXISTING UTILITIES IN THE AREA. UTILITY LOCATIONS SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THE THIS AREA.(1-800-DIG-TESS) R 380 Item 21. SXTP EVLTEVLT EVLT LP LP SGN SGN TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE EVLT LP EVLT TREE EVLT LP SGN SGN SGN TREE SGN TREE TREE TREE LP TREE TREE SGN SGN LP SGN TREE BENCH BENCH XBOX 600 6 0 0 6 0 0 6 0 0 60 5 605 6 0 5 6 0 5 6 0 5 605 610 610 6 1 0 6 1 0 610 59 7 59 7 59 8 59 8 599 5 9 9 59 9 59 9 601 6 0 1 6 0 1 6 0 1 6 0 2 6 0 2 602 6 0 2 6 0 3 6 0 3 6 0 3 603 604 604 6 0 4 6 0 4 6 0 4 604 60 6 606 6 0 6 6 0 6 6 0 6 606 6 0 7 607 6 0 7 6 0 7 6 0 7 607 608 6 0 8 608 6 0 8 6 0 8 609 609 609 6 0 9 6 0 9 SXTP 610 609 608 607 606 605 604 603 6 1 0 6 0 9 6 0 8 6 0 7 6 0 6 60 5 60 4 6 0 3 6 1 0 6 0 9 6 0 8 60 8 60 7 60 6 60 5 60 4 60 3 601 600 599 598 597 59 7 59 8 59 9 60 0 60 1 60 2 60 3 60 4 60 6 60 7 609 608 607 606 605 604 603 602 601 602 603 604 605 606 607 608 S F S FSF PORTER PARK POND WSEL = 606.36' INSTALL 7,473 SY HYDROMULCH SEEDING WITH EROSION CONTROL BLANKETINSTALL 83 SY CONCRETE RIPRAP INSTALL 16 SY CONCRETE RIPRAP INSTALL 54 SY CONCRETE RIPRAP INSTALL TREE PROTECTION INSTALL TREE PROTECTION INSTALL TREE PROTECTION PROPOSED POND FOUNTAIN PROPOSED SD "A" INSTALL 341 LF SILT FENCE 0 SCALE IN FEET 15 30 60 OFPAGE NUMBER 01/23/2025 1" = 30' 07 07 19 SRL SRL JTH EROSION CONTROL PLAN REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - E R C N - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 5 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 LEGEND: 1.PROPOSED HYDROMULCH SEEDING WITH SOIL RETENTION BLANKET SHOWN ON THIS SHEET INCLUDES AREAS BEYOND THE PROJECT LIMITS THAT ARE GRADED AS REQUIRED BY THE GRADING SHEET. AREAS DISTURBED OUTSIDE THE LIMITS SHOWN ON THE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.VEGETATION RE-ESTABLISHMENT ASSOCIATED WITH DAMAGE FROM ACCESS SHALL BE INCIDENTAL TO THE PROJECT BID ITEMS. ALL DISTURBED AREAS SHALL BE RESTORED IN KIND WITH GRASS AND SOIL RETENTION BLANKETS WHEN SLOPES EXCEED 6:1 NOTES: HYDROMULCH SEEDING WITH SOIL RETENTION BLANKET CONCRETE RIPRAP NORMAL POOL TREE PROTECTION SILT FENCESF EXISTING UTILITIES IN THE AREA. UTILITY LOCATIONS SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THE THIS AREA.(1-800-DIG-TESS) R 381 Item 21. SXTP EVLTEVLT EVLT LP LP SGN SGN TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE TREE EVLT LP EVLT TREE EVLT LP SGN SGN SGN TREE SGN TREE TREE TREE LP TREE TREE SGN SGN LP SGN TREE BENCH BENCH XBOX 600 6 0 0 6 0 0 6 0 0 60 5 605 605 6 0 5 6 0 5 605 610 610 6 1 0 6 1 0 610 59 7 59 7 59 8 59 8 599 5 9 9 59 9 59 9 601 6 0 1 6 0 1 6 0 1 6 0 2 6 0 2 602 6 0 2 6 0 3 6 0 3 6 0 3 603 604 604 6 0 4 6 0 4 6 0 4 604 60 6 606 6 0 6 6 0 6 6 0 6 606 6 0 7 607 6 0 7 6 0 7 6 0 7 607 608 6 0 8 608 6 0 8 6 0 8 609 609 609 6 0 9 6 0 9 SXTP 610 609 608 607 606 605 604 603 6 1 0 6 0 9 6 0 8 6 0 7 6 0 6 60 5 60 4 6 0 3 6 1 0 6 0 9 6 0 8 60 8 60 7 60 6 60 5 60 4 60 3 601 600 599 598 597 59 7 59 8 59 9 60 0 60 1 60 2 60 3 60 4 60 6 60 7 609 608 607 606 605 604 603 602 601 602 603 604 605 606 607 608 PORTER PARK POND WSEL = 606.36' 6 0 0 6 0 5 5 9 8 5 9 9 6 0 1 6 0 2 6 0 3 6 0 4 6 0 6 6 0 7 6 0 8 6 0 0 6 0 5 5 9 8 5 9 9 6 0 1 6 0 2 6 0 3 6 0 4 6 0 6 600 605 598599 601 602 603 604 606 607 608 609 6 0 0 6 0 5 5 9 8 5 9 9 6 0 1 6 0 2 6 0 3 6 0 4 6 0 6 6 0 7 60 0 605 59 8 59 9 60 1 60 2 60 3 60 4 606 607 600 6 0 5 610 59859960 1 60 2 6 0 3 6 0 4 6 0 6 6 0 7 6 0 8 609 6 0 3 6 0 5 6 0 4 6 0 6 6 0 7 6 0 8 6 0 5 6 0 3 6 0 4 6 0 6 6 0 7 6 0 8 6 0 9 6 0 5 61 0 6 0 6 6 0 7 6 0 8 6 0 9 605 606 607 608 609 604 603 605 603 604 606 607 608 604 603 60 0 59 9 60 1 602 60 5 60 6 5 9 8 60 0 60 0 605 610 610 597 59 859 9 601602603 604 606 606 607 60 7 608 608 609 609 600 6 0 0 6 0 0 60 0 600 60 0 6 0 0 605 605 605 6 0 5 60 5 60 5 6 0 5 605 605 605 6 0 5 60 5 605 60 7 6 0 5 60 5 605 605 605 61 0 597 597 59 7 598 5 9 8 598 59 8 599 5 9 9 599 59 9 59 9 601 601601 6 0 1 6 0 1 601 60 1 60 1 6 0 1 602 602 602 602 602 6 0 2 60 2 6 0 2 60 2 602 6 0 2 603 603603 6 0 3 603 6 0 3 60 0 60 5 59 9 60 1 60 2 60 3 60 4 60 6 60 7 60 8 603 60 3 6 0 3 603 603 604 604604 604 60 4 6 0 4 604 604 604 6 0 4 604 604 6 0 4 604 6 0 4 604 606 606 606 6 0 6 6 0 6 60 6 6 0 6 606 606 606 6 0 6 606 606 60 6 6 0 6 6 0 6 606 606 60 6 606 607 607 607 6 0 7 6 0 7 607 6 0 7 6 0 7 607 607 6 0 7 6 0 7 607 607 6 0 7 6 0 7 607 607 607 60 7 608 608 608 608 609 609 609 610 610 610 61 0 610 610 610 6 1 0 610 610 610 610 610 610 6 1 0 6 0 6 6 0 7 6 0 7 6 0 7 608 608 60 8 60 8 6 0 8 608 608 60 8 609 609 609 609 6 0 9 609 609 6 0 9 60 9 60 9 611 611 6 1 1 611 611 611 6 1 1 611 61161 1 611 612 612 6 1 2 613 613 605 603603 604 606 607 60 5 61 0 60 6 60 7 60 8 60 9 61 1 6 0 6 6 0 5 603 600 601 602 603 604 605 606 607 608 609 6 0 4 6 0 5 6 1 0 6 0 3 6 0 4 6 0 6 6 0 7 6 0 8 6 0 9 60 6 608 607 605 606 602 60 7 608 603 605 4:1 4: 1 3:1 4:1 4:1 4: 1 6:1 6:1 6: 1 7:1 8 : 1 A A C C B B F F D D E E I I G G H H J J 6:1 4:1 3: 1 PROPOSED SD "A" 0 SCALE IN FEET 15 30 60 OFPAGE NUMBER 01/23/2025 1" =30' 08 08 19 SRL SRL JTH GRADING PLAN REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - G R A D - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 1: 3 9 P M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FLOW DIRECTION 606 606 EXISTING UTILITIES IN THE AREA. UTILITY LOCATIONS SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THE THIS AREA.(1-800-DIG-TESS) R 382 Item 21. 8:1 2% 9:1 SECTION A-A SCALE: H: 1" = 5' V: 1" = 2.5' POND BOTTOM = 603.00' PROPOSED WSEL = 606.36' PROPOSED GROUND EXISTING GROUND 2' 5:1 2% 7:1 6:1 2% 4:1 POND BOTTOM = 603.00' PROPOSED WSEL = 606.36'PROPOSED GROUND EXISTING GROUND 2'2' SECTION B-B SCALE: H: 1" = 5' V: 1" = 2.5' OFPAGE NUMBER 01/23/2025 1" = 5' 09 09 19 SRL SRL JTH GRADING SECTIONS SHEET 1 OF 5 REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - G R A D - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 6 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 EXISTING UTILITIES IN THE AREA. UTILITY LOCATIONS SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THE THIS AREA.(1-800-DIG-TESS) R 383 Item 21. 2% 10:1 6:1 6:1 2% 8:1 POND BOTTOM = 602.00' PROPOSED WSEL = 606.36' PROPOSED GROUND EXISTING GROUND 2'2' SECTION D-D SCALE: H: 1" = 5' V: 1" = 2.5' 6:1 4:1 2% 4:1 2% 7:1 POND BOTTOM = 603.00' PROPOSED WSEL = 606.36' PROPOSED GROUND EXISTING GROUND 2'2' SECTION C-C SCALE: H: 1" = 5' V: 1" = 2.5' OFPAGE NUMBER 01/23/2025 1" = 5' 10 10 19 SRL SRL JTH GRADING SECTIONS SHEET 2 OF 5 REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - G R A D - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 6 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 EXISTING UTILITIES IN THE AREA. UTILITY LOCATIONS SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THE THIS AREA.(1-800-DIG-TESS) R 384 Item 21. 4:1 2% 6:1 POND BOTTOM = 598' PROPOSED WSEL = 606.36' PROPOSED GROUND EXISTING GROUND 2' SECTION E-E SCALE: H: 1" = 5' V: 1" = 2.5' 15:1 2% 5:1 POND BOTTOM = 602.00' PROPOSED WSEL = 606.36' PROPOSED GROUND EXISTING GROUND 2' SECTION F-F SCALE: H: 1" = 5' V: 1" = 2.5' OFPAGE NUMBER 01/23/2025 1" = 5' 11 11 19 SRL SRL JTH GRADING SECTIONS SHEET 3 OF 5 REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - G R A D - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 6 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 EXISTING UTILITIES IN THE AREA. UTILITY LOCATIONS SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THE THIS AREA.(1-800-DIG-TESS) R 385 Item 21. 4:1 2% 4:1 POND BOTTOM = 598' PROPOSED WSEL = 606.36' PROPOSED GROUND EXISTING GROUND 2' SECTION G-G SCALE: H: 1" = 5' V: 1" = 2.5' 3: 1 POND BOTTOM = 598' PROPOSED WSEL = 606.36' PROPOSED GROUND EXISTING CONCRETE OVERFLOW WEIR SECTION H-H SCALE: H: 1" = 5' V: 1" = 2.5' OFPAGE NUMBER 01/23/2025 1" = 5' 12 12 19 SRL SRL JTH GRADING SECTIONS SHEET 4 OF 5 REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - G R A D - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 6 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 EXISTING UTILITIES IN THE AREA. UTILITY LOCATIONS SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THE THIS AREA.(1-800-DIG-TESS) R NOTE: 1.EXISTING CONCRETE WEIR TO REMAIN IN PLACE. ANY DAMAGE TO EXISTING CONCRETE WEIR SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE. 386 Item 21. 5:1 2% 4:1 POND BOTTOM = 598' PROPOSED WSEL = 606.36'PROPOSED GROUND EXISTING GROUND 2' SECTION J-J SCALE: H: 1" = 5' V: 1" = 2.5' 28:1 4:1 2% POND BOTTOM = 598' PROPOSED WSEL = 606.36' PROPOSED GROUND EXISTING GROUND 2' SECTION I-I SCALE: H: 1" = 5' V: 1" = 2.5' OFPAGE NUMBER 01/23/2025 1" = 5' 13 13 19 SRL SRL JTH GRADING SECTIONS SHEET 5 OF 5 REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - G R A D - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 6 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 EXISTING UTILITIES IN THE AREA. UTILITY LOCATIONS SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THE THIS AREA.(1-800-DIG-TESS) R 387 Item 21. SXTP TREE TREE TREE EVLT LP SGN TREE TREE TREE 6 1 0 6 0 9 6 0 8 607 606 60 5 60 4 60 3 61 0 60 9 608 607 606 60 5 60 4 603 61 0 609 608 609 608 607 604 603 602 0+00 0+90 STA 0+17.47 SD LINE A BEGIN SD LINE "A" CONNECT TO EXIST. 24" HDPE PIPE INSTALL: CONCRETE COLLAR N: 7173780.22 E: 2370724.66 STA 0+56.02 SD LINE A END SD LINE "A" INSTALL: 4:1 SLOPED HEADWALL N: 7173749.01 E: 2370747.28 PORTER PARK POND WSEL = 606.36' PROPOSED 24" STORM DRAIN "A" 60 5 60 5 61 0 60 3 60 3 60 4 60 4 60 6 60 6 60 7 60 7 60 8 60 8 60 9 60 9 SD LINE A 590 595 600 605 610 615 620 590 595 600 605 610 615 620 ST A . 0 + 5 6 . 0 2 S D L I N E A = EN D S D L I N E A IN S T A L L S L O P E D HE A D W A L L FL 2 4 " = 6 0 6 . 1 4 ' ST A . 0 + 1 7 . 4 7 S D L I N E A = BE G I N S D L I N E A CO N N E C T T O E X I S T . 2 4 " H D P E P I P E IN S T A L L C O N C R E T E C O L L A R FL 2 4 " = 6 0 6 . 3 6 ' PROPOSED GROUND EXISTING GROUND EXISTING 24" HDPE PIPE @ 0.36% 39 LF 24" HDPE PIPE WITH WATER TIGHT JOINTS @ 0.58% 4 INCH RIPRAP 0 SCALE IN FEET 10 20 40 SD LINE "A" PLAN AND PROFILE BEGIN TO END REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - S T R M - P L P R - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 4 4 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX EXISTING UTILITIES IN THE AREA. UTILITY LOCATIONS SHOWN ARE SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT SIZE, HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. CONTACT AFFECTED UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION IN THE THIS AREA.(1-800-DIG-TESS) R NOTES: 1.CONTRACTOR SHALL LOCATE EXISTING STORM DRAIN PIPE AND VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO FABRICATING OR ORDERING MATERIALS. 2.STORM DRAIN TRENCH SHALL BE BACKFILLED AND FINE GRADED TO MEET GRADES PROVIDED IN THE PLANS OR PRE-PROJECT CONDITIONS AS SPECIFIED. OFPAGE NUMBER 01/23/2025 1" = 30' 14 14 19 SRL SRL JTH 388 Item 21. SECTION A-A SECTION B-B SLOPED HEADWALL N.T.S CONCRETE COLLAR DETAIL (PIPE) PLAN OFPAGE NUMBER 01/23/2025 N/A 15 15 19 SRL SRL JTH STORM DRAIN DETAILS REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - S T R M - D T L S - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 7 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 SHEET 1 OF 1 389 Item 21. OFPAGE NUMBER 01/23/2025 N/A 16 16 19 SRL SRL JTH STORM DRAIN DETAILS REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - S T R M - D T L S - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 7 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 SHEET 2 OF 2 390 Item 21. OFPAGE NUMBER 01/23/2025 N/A 17 17 19 SRL SRL JTH EROSION CONTROL DETAILS 1 REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - E R C N - D T L S - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 7 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 SHEET 1 OF 2 391 Item 21. OFPAGE NUMBER 01/23/2025 N/A 18 18 19 SRL SRL JTH EROSION CONTROL DETAILS 2 REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - E R C N - D T L S - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 7 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 SHEET 2 OF 2 392 Item 21. POND LINER POND EXCAVATION OFPAGE NUMBER 01/23/2025 N/A 19 19 19 SRL SRL JTH MISCELLANEOUS DETAILS REVISION # NO.DATE DESCRIPTION PROJECT NO.: ISSUED: SCALE:DESIGNED BY: DRAWN BY: CHECKED BY: PRELIMINARY LICENSE NO. 1/23/2025 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: NAME FOR INTERIM REVIEW ONLY DATE FIRM / BUSINESS NO.STATE SAMSON R. LOTIGO 149676 TBPELS ENGINEERING FIRM #F-312 PE TX FI L E N A M E : A: \ 5 7 0 0 0 s \ 5 7 1 8 5 \ 0 0 1 \ P W \ C A D D \ S h e e t s \ C - P L A N - M I S C - D T L S - 5 7 1 8 5 . d w g D A T E : Ja n u a r y 2 3 , 2 0 2 5 , T I M E : 11 : 2 7 A M , U S E R : ah 3 8 0 3 2601 MEACHAM BLVD., SUITE 600 FORT WORTH, TEXAS 76137-4204 TEL. (817) 847-1422 PORTER PARK POND REHABILITATION 57185.001 SHEET 1 OF 1 393 Item 21. CITY COUNCIL COMMUNICATION DATE: February 3, 2025 FROM: Jim Bolz, Director of Public Works AGENDA ITEM: Consideration and possible action on Change Order No. 2 in the amount of $236,664.00 with Ana Site Construction, LLC for the additional work on water lines and authorize the City Manager to execute said Change Order No. 2. SUMMARY: Water Line B: o Existing water line found to be too shallow, less than 3’ below surface, not compliant with TxDOT standards o Discovered 8” water line instead of the 12” line shown in TxDOT records o Additional water meters relocated due to these findings Water Line C: o Delay in Sanger Storage building demolition by TxDOT o Added bore under the building and creek near Duck Creek Road o Additional water meters relocated Water Line D: o Discovery of existing water meters and service lines during water main installation Water Line E: o Existing water lines at Bolivar Street did not match records, requiring additional water line installation Change order amount is 100% reimbursable FISCAL INFORMATION: Budgeted: No Amount: $236,664.00 GL Account: 840-50-6529.2/840-54- 6529.2 Amount is 100% reimbursable RECOMMENDED MOTION OR ACTION: Staff recommends approval ATTACHMENTS: Change Order No. 2 394 Item 22. 395 Item 22. 396 Item 22. 397 Item 22. 398 Item 22. 399 Item 22. 400 Item 22. 401 Item 22. 402 Item 22. 11 Atmos Energy Corporation 5420 LBJ Freeway, Suite 1800 Dallas, TX 75240 P 214-206-2568 F 214-206-2126 Christopher.Felan@atmosenergy.com January 28, 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 February 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 403 Item 23. Part (a) - Mid-Tex Commodity Costs Line (a)(b) 1 Estimated Gas Cost per Unit:$0.42576 2 Estimated City Gate Deliveries:197,893,790 3 Estimated Gas Cost:$84,255,260 4 Lost and Unaccounted For Gas %2.5932% 5 Estimated Lost and Unaccounted for Gas $2,184,907 6 Total Estimated City Gate Gas Cost:$86,440,167 7 Estimated Sales Volume:261,938,620 8 Estimated Gas Cost Factor - (EGCF)0.33000 9 Reconciliation Factor - (RF): (0.00206) 10 Taxes (TXS):0.00000 11 Adjustment - (ADJ):0.00000 Btu Factor Per MMBtu 12 Gas Cost Recovery Factor - (GCRF) (Taxable)0.32794 per Ccf 0.1002 $3.2729 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 $61,519,289 39,558,564 18,792,666 3,168,059 16 b. Plus: Second Prior Month Recovery Adjustment $0 $0 $0 $0 17 Net Fixed Costs $61,519,289 $39,558,564 $18,792,666 $3,168,059 Commodity Costs 18 a. Estimated Commodity Cost of Pipeline Services $5,417,660 3,378,528 1,646,908 392,224 19 b. Plus: Second Prior Month Recovery Adjustment $0 $0 $0 $0 20 Net Commodity Cost of Pipeline Services $5,417,660 $3,378,528 $1,646,908 $392,224 21 Total Estimated Pipeline Costs (Line 16 + Line 19)$66,936,949 $42,937,092 $20,439,574 $3,560,283 22 Estimated Billed Volumes 66,758,590 Ccf 46,430,250 Ccf 4,818,154 MMBtu 23 Pipeline Cost Factor (PCF) [Line 20 / Line 21] (Taxable)0.64320 Ccf 0.44020 Ccf $0.7389 MMBtu 24 Gas Cost Recovery Factor - (GCRF) [Line 12] (Taxable)0.32794 Ccf 0.32794 Ccf $3.2729 MMBtu 25 Customer Rate Relief - (CRR) (Non-Taxable)0.11800 Ccf 0.11800 Ccf $1.1776 MMBtu 26 Rider GCR 1.08914 Ccf 0.88614 Ccf Rate I - $5.1894 MMBtu 27 Rate T -$0.7389 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 February, 2025 PREPARED IN ACCORDANCE WITH GAS UTILITIES DOCKET NO. 10170 404 Item 23. CITY OF SANGER, TEXAS MONTHLY FINANCIAL AND INVESTMENT REPORT FOR THE MONTH ENDING NOVEMBER 30, 2024 PREPARED BY THE FINANCE DEPARTMENT 405 Item 24. City of Sanger M onthly Financial & Investment Report 2 | Page TABLE OF CONTENTS Introduction ..................................................................................................................................... 3 Financial Report General Fund ..................................................................................................................... 4 Enterprise Fund .................................................................................................................. 6 Internal Service Fund ......................................................................................................... 8 Debt Service Fund ........................................................................................................... 10 Capital Projects Fund ....................................................................................................... 12 Enterprise Capital Projects Fund ...................................................................................... 14 4A Fund ........................................................................................................................... 16 4B Fund ........................................................................................................................... 18 Cash and Investment Report Total Cash and Investments............................................................................................. 20 General Fund ................................................................................................................... 22 Enterprise Fund ................................................................................................................ 23 Debt Service and Capital Projects Funds ......................................................................... 24 4A and 4B Funds ............................................................................................................. 25 Certification ...................................................................................................................... 26 406 Item 24. City of Sanger M onthly Financial & Investment Report 3 | Page INTRODUCTION COMMENTS This is the financial report for the period ending November 30, 2024. Revenues and expenditures reflect activity from October 1, 2024, through November 30, 2024 (17% of the fiscal year). GENERAL FUND The General Fund has collected 8.7% of projected operating revenues. Revenues historically increase in January as property taxes are received. All revenue categories are performing within projections. Operating expenditures & encumbrances are 18.1% of the annual budget All expenditure categories are within projections. ENTERPRISE FUND The Enterprise Fund has collected 16.5% of projected operating revenues. All revenue categories are performing within projections. Operating expenditures & encumbrances are 17.2% of the annual budget. All expenditure categories are within projections. INTERNAL SERVICE FUND The Internal Service Fund has collected 20.6% of projected transfers from the General and Enterprise Funds. All revenue categories are performing within projections. Operating expenditures & encumbrances are 25.5% of the annual budget. All expenditure categories are within projections. This unaudited report is designed for internal use and does not include all the funds and accounts in the City of Sanger’s operations. For a complete report, refer to the City of Sanger Annual Financial Report, available at https://www.sangertexas.org/177/Financial-Transparency 407 Item 24. City of Sanger M onthly Financial & Investment Report 4 | Page GENERAL FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Property Taxes 7,715,872$ 113,037$ 1.5%7,602,835$ Sales & Beverage Taxes 1,943,000 291,002 15.0%1,651,998 Franchise Fees 1,150,239 204,962 17.8%945,277 Solid Waste 1,366,000 209,970 15.4%1,156,030 Licenses & Permits 481,750 179,951 37.4%301,799 Fines & Forfeitures 187,926 19,834 10.6%168,092 Department Revenues 1,082,717 162,983 15.1%919,734 Interest 365,000 87,289 23.9%277,711 Miscellaneous 149,400 10,475 7.0%138,925 Transfers 395,000 15,833 4.0%379,167 Total Revenues 14,836,904$ 1,295,336$ 8.7%13,541,568$ Expenditures Police 3,750,689$ 865,798$ 23.1%2,884,891$ Fire 3,657,301 588,986 16.1%3,068,315 Municipal Court 289,619 32,129 11.1%257,490 Development Services 1,042,858 117,285 11.2%925,573 Streets 948,312 151,829 16.0%796,483 Parks & Recreation 950,890 152,699 16.1%798,191 Library 594,357 102,014 17.2%492,343 Solid Waste 1,200,000 190,594 15.9%1,009,406 Transfers 2,402,878 480,469 20.0%1,922,409 Total Expenditures 14,836,904$ 2,681,803$ 18.1%12,155,101$ Revenues Over (Under) Expenditures -$ (1,386,467)$ 1,386,467$ CITY OF SANGER, TEXAS Revenue & Expense Report (Unaudited) November 30, 2024 General Fund 408 Item 24. City of Sanger M onthly Financial & Investment Report 5 | Page 9%18% OF ANNUAL BUDGET OF ANNUAL BUDGET2,681,803$ YTD EXPENDITURES $1,295,336 YTD REVENUES 18% FRANCHISE FEE REVENUE 1% PROPERTY TAX REVENUE 15% SALES TAX REVENUE 15% SOLID WASTE REVENUE 18% OTHER REVENUES $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 $14,000,000 $16,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR GENERAL FUND REVENUE TRENDS 22-23 23-24 24-25 $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 $4,000,000 Po l i c e Fi r e Co u r t De v S v c St r e e t s Pa r k s Li b r a r y So l i d W a s t e Tr a n s f e r s EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 409 Item 24. City of Sanger M onthly Financial & Investment Report 6 | Page ENTERPRISE FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Water 2,952,439$ 557,857$ 18.9%2,394,582$ Wastewater 3,044,402 504,880 16.6%2,539,522 Electric 9,259,319 1,460,263 15.8%7,799,056 Penalties & Fees 231,500 37,242 16.1%194,258 Interest 122,500 37,401 30.5%85,099 Miscellaneous 149,020 45,545 30.6%103,475 Transfers 300,000 - 0.0%300,000 Total Revenues 16,059,180$ 2,643,188 16.5%13,415,992$ Expenditures Water 2,229,483$ 295,756 13.3%1,933,727 Wastewater 977,837 172,645 17.7%805,192 Electric 7,961,520 990,133 12.4%6,971,387 Customer Service 472,058 56,086 11.9%415,972 Debt Service 2,377,599 828,075 34.8%1,549,524 Transfers 2,040,683 420,103 20.6%1,620,580 Total Expenditures 16,059,180 2,762,798 17.2%13,296,382 Revenues Over (Under) Expenditures -$ (119,610)$ 119,610$ CITY OF SANGER, TEXAS Enterprise Fund Revenue & Expense Report (Unaudited) November 30, 2024 410 Item 24. City of Sanger M onthly Financial & Investment Report 7 | Page 16%17% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $2,643,188 $2,762,798 $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 $14,000,000 $16,000,000 $18,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR ENTERPRISE FUND REVENUE TRENDS 22-23 23-24 24-25 $- $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 $7,000,000 $8,000,000 $9,000,000 Wa t e r Wa s t e w a t e r El e c t r i c Cu s t o m e r Se r v i c e De b t S e r v i c e Tr a n s f e r s EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 16% ELECTRIC REVENUE 19% WATER REVENUES 17% WASTE WATER REVENUES 15% OTHER REVENUE 411 Item 24. City of Sanger M onthly Financial & Investment Report 8 | Page INTERNAL SERVICE FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Transfer from Enterprise Fund 1,945,684$ 404,270$ 20.8%1,541,414$ Transfer from General Fund 1,945,683 404,270 20.8%1,541,413$ Transfer from 4A 15,000 - 0.0%15,000$ Transfer from 4B 15,000 - 0.0%15,000 Total Revenues 3,921,367 808,540 20.6%3,112,827 Operating Expenditures City Council 70,300$ 34,097 48.5%36,203$ Administration 397,863 50,959 12.8%346,904 City Secretary 212,898 45,994 21.6%166,904 Legal 282,737 74,515 26.4%208,222 Public Works 539,428 50,381 9.3%489,047 Finance 535,370 89,685 16.8%445,685 Human Resources 380,845 88,231 23.2%292,614 Marketing 635,844 220,602 34.7%415,242 Facilities 381,082 111,162 29.2%269,920 Non-Departmental 485,000 233,309 48.1%251,691 Total Expenditures 3,921,367 998,935 25.5%2,922,432 Revenues Over (Under) Expenditures -$ (190,395)$ 190,395$ CITY OF SANGER, TEXAS Internal Service Fund Revenue & Expense Report (Unaudited) November 30, 2024 412 Item 24. City of Sanger M onthly Financial & Investment Report 9 | Page 21%25% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $808,540 $998,935 $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 $14,000,000 $16,000,000 $18,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR INTERNAL SERVICE FUND REVENUE TRENDS 22-23 23-24 24-25 $- $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 $700,000 Ci t y C o u n c i l Ad m i n Ci t y S e c r e t a r y Le g a l Pu b l i c W o r k s Fi n a n c e Hu m a n Re s o u r c e s Ma r k e t i n g Fa c i l i t i e s No n - D e p t EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 0% 4A FUND TRANSFERS 21% GENERAL FUND TRANSFERS 21% ENTERPRIS E FUND TRANSFERS 0% 4B FUND TRANSFERS 413 Item 24. City of Sanger M onthly Financial & Investment Report 10 | Page DEBT SERVICE FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Property Taxes 1,659,557$ 23,708 1.4%1,635,849$ Interest 12,000 1,511 12.6%10,489 Transfers 180,000 -$ 0.0%180,000 Total Revenues 1,851,557$ 25,219 1.4%1,826,338$ Operating Expenditures Debt Service 1,849,252 - 0.0%1,849,252 Total Expenditures 1,849,252 - 0.0%1,849,252 Revenues Over (Under) Expenditures 2,305$ 25,219$ (22,914)$ CITY OF SANGER, TEXAS Debt Service Fund Revenue & Expense Report (Unaudited) November 30, 2024 414 Item 24. City of Sanger M onthly Financial & Investment Report 11 | Page 1%0% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $25,219 $0 $- $200,000 $400,000 $600,000 $800,000 $1,000,000 $1,200,000 $1,400,000 $1,600,000 $1,800,000 $2,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR DEBT SERVICE FUND REVENUE TRENDS 22-23 23-24 24-25 $- $200,000 $400,000 $600,000 $800,000 $1,000,000 $1,200,000 $1,400,000 $1,600,000 $1,800,000 $2,000,000 De b t S v c EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 0% TRANSFERS 1% PROPERTY TAX REVENUE 13% INTEREST INCOME 415 Item 24. City of Sanger M onthly Financial & Investment Report 12 | Page CAPITAL PROJECTS FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Interest 50,000$ 7,936$ 15.9%42,064 Transfers 500,000 76,199 15.2%423,801 Sale of Capital Assets 12,000,000 - 0.0%12,000,000 Total Revenues 12,550,000 84,135 0.7%12,465,865 Operating Expenditures 2025-26 Street Rehab 791,594 - 0.0%791,594 Street/Utility Maintenance Program 200,000 - 0.0%200,000 Marion Road - Arterial 3,000,000 - 0.0%3,000,000 I-35 Aesthetics 1,000,000 - 0.0%1,000,000 Total Streets Projects 4,991,594 - 0.0%4,991,594 Porter Park Phase II 800,000 - 0.0%800,000 Senior Center Improvements 500,000 - 0.0%500,000 Community Center Renovation 100,000 - 0.0%100,000 Porter Park Pon Renovations 530,000 - 0.0%530,000 Total Parks Projects 1,930,000 - 0.0%1,930,000 Joint Public Safety Facility 800,000 - 0.0%800,000 Total Nondepartmental Projects 800,000 - 0.0%800,000 Total Expenditures 7,721,594 - 0.0%7,721,594 Revenues Over (Under) Expenditures 4,828,406$ 84,135$ 4,744,271$ CITY OF SANGER, TEXAS Capital Projects Fund Revenue & Expense Report (Unaudited) November 30, 2024 416 Item 24. City of Sanger M onthly Financial & Investment Report 13 | Page 1%0% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $84,135 $0 $- $50,000 $100,000 $150,000 $200,000 $250,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR CAPITAL PROJECTS FUND REVENUE TRENDS 22-23 23-24 24-25 $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 20 2 5 - 2 6 S t r e e t Re h a b St r e e t / U t i l i t y Ma i n t e n a n c e Pr o g r a m Ma r i o n R o a d - Ar t e r i a l I- 3 5 A e s t h e t i c s Po r t e r P a r k Ph a s e I I Se n i o r C e n t e r Im p r o v e m e n t s Co m m u n i t y Ce n t e r Re n o v a t i o n Po r t e r P a r k P o n Re n o v a t i o n s Jo i n t P u b l i c Sa f e t y F a c i l i t y EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 0% SALE OF CAPITAL ASSETS 16% INTEREST INCOME 15% TRANSFERS 417 Item 24. City of Sanger M onthly Financial & Investment Report 14 | Page ENTERPRISE CAPITAL PROJECTS FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Water Taps 350,000$ 47,450 13.6%302,550$ Sewer Taps 400,000 69,250$ 17.3%330,750 Interest 200,000 41,998$ 21.0%158,002 State Reimbursements 3,500,000 -$ 0.0%3,500,000 Total Revenues 4,450,000$ 158,698 3.6%4,291,302$ Operating Expenditures Water: I-35 Utility Relocation - 20,000 0.0%(20,000) Sewer: I-35 Utility Relocation - 20,000 0.0%(20,000) Sewer: Railroad Lift Station 208,319 - 0.0%208,319 Sewer: Keaton Road Sewer 320,000 - 0.0%320,000 Sewer: Fifth Street Rehab 350,000 291,682 0.0%58,318 Sewer: WWTP Blowers 291,681 - 0.0%291,681 Sewer: WWTP Clarifiers 200,000 - 0.0%200,000 Total Sewer Projects 1,370,000 331,682 24.2%1,038,318 Total Expenditures 1,370,000 331,682 24.2%1,038,318 CITY OF SANGER, TEXAS Enterprise Capital Projects Fund Revenue & Expense Report (Unaudited) November 30, 2024 418 Item 24. City of Sanger M onthly Financial & Investment Report 15 | Page 4%24% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $158,698 $331,682 $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR ENTERPRISE CAPITAL PROJECTS FUND REVENUE TRENDS 22-23 23-24 24-25 $- $50,000 $100,000 $150,000 $200,000 $250,000 $300,000 $350,000 $400,000 Wa t e r : I - 3 5 Ut i l i t y R e l o c a t i o n Se w e r : K e a t o n Ro a d S e w e r Se w e r : F i f t h St r e e t R e h a b Se w e r : W W T P Bl o w e r s Se w e r : W W T P Cl a r i f i e r s EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 21% INTEREST INCOME 14% WATER TAPS 17% SEWER TAPS 0% STATE PAYMENTS 419 Item 24. City of Sanger M onthly Financial & Investment Report 16 | Page 4A FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Sales Tax 962,500$ 144,216$ 15.0%818,284$ Interest 95,000 25,935$ 27.3%69,065 Total Revenues 1,057,500$ 170,151 16.1%887,349$ Operating Expenditures Economic Development 561,747$ 27,243$ 4.8%534,504$ Transfers 15,000 - 0.0%15,000 Total Expenditures 576,747 27,243 4.7%549,504 Revenues Over (Under) Expenditures 480,753$ 142,908$ 337,845$ CITY OF SANGER, TEXAS 4A Fund Revenue & Expense Report (Unaudited) November 30, 2024 420 Item 24. City of Sanger M onthly Financial & Investment Report 17 | Page 16%5% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $170,151 $27,243 $- $200,000 $400,000 $600,000 $800,000 $1,000,000 $1,200,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR 4A FUND REVENUE TRENDS 22-23 23-24 24-25 $- $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 Ec o n o m i c De v e l o p m e n t Tr a n s f e r s EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 15% SALES TAX REVENUE 27% INTEREST INCOME 421 Item 24. City of Sanger M onthly Financial & Investment Report 18 | Page 4B FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Sales Tax 962,500$ 144,216$ 15.0%818,284$ Interest 44,000 14,225$ 32.3%29,775 Total Revenues 1,006,500$ 158,441 15.7%848,059$ Operating Expenditures Economic Development 291,746$ 32,617$ 11.2%259,129$ Transfers 195,000 - 0.0%195,000 Total Expenditures 486,746 32,617 6.7%454,129 Revenues Over (Under) Expenditures 519,754$ 125,824$ 393,930$ CITY OF SANGER, TEXAS 4B Fund Revenue & Expense Report (Unaudited) November 30, 2024 422 Item 24. City of Sanger M onthly Financial & Investment Report 19 | Page 16%7% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $158,441 $32,617 $- $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 $700,000 $800,000 $900,000 $1,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR 4A FUND REVENUE TRENDS 22-23 23-24 24-25 $- $50,000 $100,000 $150,000 $200,000 $250,000 $300,000 $350,000 Ec o n o m i c De v e l o p m e n t Tr a n s f e r s EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 15% SALES TAX REVENUE 32% INTEREST INCOME 423 Item 24. City of Sanger M onthly Financial & Investment Report 20 | Page CASH AND INVESTMENTS REPORT Name General Enterprise Debt Service Capital Projects Total UNRESTRICTED Cash for Operations 17,561,210$ 6,040,967$ -$ -$ 23,602,177$ Contingency Reserves for Operations 1,110,446 1,103,510 - - 2,213,956 TOTAL UNRESTRICTED 18,671,656$ 7,144,477$ -$ -$ 25,816,133$ RESTRICTED Debt Service -$ 347,773$ 360,512$ -$ 708,285$ Water Deposits - 492,096 - - 492,096 Equipment Replacement 1,304,351 156,548 - - 1,460,899 Electric Storm Recovery - 1,281,096 - - 1,281,096 Hotel Occupancy Tax 328,122 - - - 328,122 Grant Funds 150,414 - - - 150,414 Keep Sanger Beautiful (KSB)5,712 - - - 5,712 Library 102,462 - - - 102,462 Parkland Dedication 107,952 - - - 107,952 Roadway Impact 1,835,035 - - - 1,835,035 Court Security 20,544 - - - 20,544 Court Technology 2,401 - - - 2,401 Child Safety Fee 87,255 - - - 87,255 Forfeited Property 3,626 - - - 3,626 Donations 45,964 - - - 45,964 TOTAL RESTRICTED 3,993,838$ 2,277,513$ 360,512$ -$ 6,631,863$ CAPITAL PROJECTS General Capital Projects -$ -$ -$ 1,651,294$ 1,651,294$ Enterprise Capital Projects - - - 7,355,579 7,355,579 TOTAL CAPITAL PROJECTS -$ -$ -$ 9,006,873$ 9,006,873$ TOTAL CASH AND INVESTMENTS 22,665,494$ 9,421,990$ 360,512$ 9,006,873$ 41,454,869$ These totals do not include the 4A Corporation and 4B Corporation, which are presented on page 25. November 30, 2024 TOTAL CASH AND INVESTMENTS CITY OF SANGER, TEXAS 424 Item 24. City of Sanger M onthly Financial & Investment Report 21 | Page Cash for Operations 91% Contingency Reserves for Operations 9% Unrestricted General Capital Projects 18% Enterprise Capital Projects 82% Capital Projects Debt Service 14%Water Deposits 9% Equipment Replacement 28% Electric Storm Recovery 24% Other 25% Restricted Total Unrestricted $25,816,133 Total Restricted $6,631,863 Total Capital Projects $9,006,873 0%10%20%30%40%50%60%70%80%90%100% TOTAL CASH & INVESTMENTS 425 Item 24. City of Sanger M onthly Financial & Investment Report 22 | Page Name Acct. #Maturity Yield Prior Period Current Balance Pooled Cash 001-00-1000 0.05%17,673,341$ 17,121,567$ Employee Benefits Cash 110-00-1000 0.20%6,309 5,213 Employee Benefits MM 110-00-1010 0.20%145,865 144,767 Internal Service Fund 180-00-1000 0.05%240,299 289,663 OPERATING ACCOUNTS 18,065,814$ 17,561,210$ GF Contingency Reserve MM 2487969 001-00-1031 0.20%654,352$ 655,263$ GF Contingency Reserve CD Prosperity 001-00-1039 4/26/2025 0.55%228,696 228,696 GF Contingency Reserve CD 674907 001-00-1043 7/13/2025 0.45%225,733 226,487 CONTINGENCY RESERVE 1,108,781$ 1,110,446$ *GF Equipment Replacement MM 2376237 001-00-1032 0.20%202,019$ 202,899$ *GF Equipment Replacement CD 719706 001-00-1033 7/6/2025 0.45%67,836$ 68,062$ *General Storm Recovery Pooled Cash 201-00-1000 0.05%1,031,059 1,033,390 EQUIPMENT REPLACEMENT RESERVES 1,300,914$ 1,304,351$ *Hotel Occupancy Tax 050-00-1000 327,382 328,122 *Police Grant Fund 320-00-1000 4,930 4,942 *Fire Grant Fund 324-00-1000 142,623 142,946 *Library Grant Fund 342-00-1000 2,520 2,526 *Beautification Board - KSB 432-00-1000 5,699 5,712 *Library Restricted for Building Expansion 442-00-1000 47,655 47,763 *Library Building Expansion CD 702994 442-00-1035 1/22/2025 0.45%54,518 54,699 *Parkland Dedication Fund 450-00-1000 107,709 107,952 *Roadway Impact Fee Fund 451-00-1000 1,586,669 1,835,035 *Court Security Restricted Fund 470-00-1000 20,281 20,544 *Court Technology Restricted Fund 471-00-1000 2,218 2,401 *Child Safety Fee Fund 475-00-1000 87,059 87,255 *Forfeited Property Fund 480-00-1000 3,618 3,626 *Police Donations 620-00-1000 285 286 *Fire Donations 624-00-1000 21,775 21,825 *Banner Account for Parks 632-00-1000 16,245 16,282 *Library Donations 642-00-1000 7,554 7,571 OTHER 2,438,740$ 2,689,487$ TOTAL CASH AND INVESTMENTS 22,914,249$ 22,665,494$ TOTAL UNRESTRICTED 19,174,595$ 18,671,656$ *Restricted Funds GENERAL FUND November 30, 2024 CASH AND INVESTMENTS 426 Item 24. City of Sanger M onthly Financial & Investment Report 23 | Page Name Acct. #Maturity Yield Prior Period Current Balance Pooled Cash 008-00-1010 0.05%5,126,711$ 6,040,967$ OPERATING ACCOUNTS 5,126,711$ 6,040,967$ *Pooled Cash 008-00-1010 0.05%188,842$ 191,130$ *Water Deposit CD 2375850 008-00-1041 1/3/2025 0.45%300,966 300,966 WATER DEPOSIT REFUND ACCOUNTS 489,808$ 492,096$ *Combined EF Debt Service MM 2376113 008-00-1039 0.20%346,951 347,773 BOND FUNDS 346,951$ 347,773$ EF Contingency Reserve MM 2809753 008-00-1012 0.20%652,734$ 653,644$ EF Contingency Reserve CD 787860 008-00-1014 2/14/2025 0.45%335,864 336,981 EF Reserve CD 642541 008-00-1040 9/25/2025 0.45%112,521 112,885 CONTINGENCY RESERVES 1,101,119$ 1,103,510$ *EF Storm Recovery MM 208-00-1033 0.20%1,279,313$ 1,281,096$ *EF Equipment Replacement MM 2376202 008-00-1034 0.20%155,840 156,548 OTHER 1,435,153$ 1,437,644$ TOTAL CASH AND INVESTMENTS 8,499,742$ 9,421,990$ TOTAL UNRESTRICTED 6,227,830$ 7,144,477$ *Restricted Funds ENTERPRISE FUND November 30, 2024 CASH AND INVESTMENTS 427 Item 24. City of Sanger M onthly Financial & Investment Report 24 | Page Name Acct. #Maturity Yield Prior Period Current Balance *Pooled Cash 003-00-1000 0.05%274,199$ 297,120$ *DSF Money Market 2376105 003-00-1010 0.20%63,249 63,392 TOTAL RESTRICTED 337,448$ 360,512$ Name Acct. #Maturity Yield Prior Period Current *Pooled Cash 004-00-1000 0.05%1,496,011$ 1,527,242$ *2023C Tax Bond Proceeds 004-00-1014 0.05%123,773 124,052 TOTAL RESTRICTED 1,619,784$ 1,651,294$ Name Acct. #Maturity Yield Prior Period Current Balance *Pooled Cash 840-00-1000 0.05%1,968,105$ 496,740$ *2023B Bond Proceeds 840-00-1014 0.20%1,734,066 1,786,999 *Sewer Capital Improvements MM-10% Rev 840-00-1020 0.20%1,684,679 1,687,027 *Water Capital Reserve MM 2376156 Tap Fees 840-00-1037 0.20%1,682,973 1,295,388 *Sewer Capital Reserve MM 2380226 Tap Fees 840-00-1038 0.20%2,364,746 2,089,425 *2021 CO MM 840-00-1039 0.20%- - TOTAL RESTRICTED 9,434,569$ 7,355,579$ *Restricted Funds ENTERPRISE CAPITAL PROJECTS FUND GENERAL CAPITAL PROJECTS FUND DEBT SERVICE FUND DEBT SERVICE & CAPITAL PROJECTS CASH AND INVESTMENTS November 30, 2024 428 Item 24. City of Sanger M onthly Financial & Investment Report 25 | Page Name Acct. #Maturity Yield Prior Period Current Balance *Pooled Cash 41-00-1000 0.05%3,312,983$ 3,389,441$ *Cash NOW 900020693 Prosperity 41-00-1010 0.05%333,111 333,152 *4A MM 902551273 Prosperity 41-00-1012 0.20%2,075,495 2,081,109 *Sanger TX Ind Corp CD 486639 41-00-1013 11/2/2025 0.25%99,950 100,205 TOTAL CASH AND INVESTMENTS 5,821,539$ 5,903,907$ Name Acct. #Maturity Yield Prior Period Current Balance *Pooled Cash 42-00-1000 0.05%2,359,143$ 2,434,435$ *Cash MM 2379694 42-00-1010 0.05%209,829 210,302 *4B CD 653500 42-00-1013 4/3/2025 0.45%23,191 23,269 *4B CD 659924 42-00-1014 11/12/2025 0.45%23,007 23,083 *4B CD 664243 42-00-1015 6/5/2025 0.45%23,033 23,110 *4B CD 673277 42-00-1016 7/9/2025 0.45%23,101 23,178 *4B CD 686115 42-00-1017 8/4/2025 0.45%23,105 23,182 *4B CD 689521 42-00-1018 9/11/2025 0.45%23,085 23,162 *4B CD 694371 42-00-1019 11/14/2025 0.45%23,103 23,180 *4B CD 697230 42-00-1020 11/17/2025 0.45%23,161 23,328 *4B CD 699934 42-00-1021 12/18/2024 0.45%23,009 23,085 *4B CD 702285 42-00-1022 1/31/2025 0.45%22,739 22,814 *4B CD 706078 42-00-1023 2/19/2025 0.45%22,818 22,894 *4B CD 720097 42-00-1024 2/9/2025 0.45%22,697 22,772 *4B CD 720119 42-00-1025 11/9/2025 0.45%22,655 22,731 TOTAL CASH AND INVESTMENTS 2,867,676$ 2,944,525$ *Restricted Funds 4B FUND 4A & 4B FUNDS November 30, 2024 CASH AND INVESTMENTS General 429 Item 24. City of Sanger M onthly Financial & Investment Report 26 | Page Ethics Disclosure and Conflicts of Interest Clayton Gray John Noblitt Finance Director City Manager a. the officer has a business relationship with a business organization offering to engage in an investment transaction with the City (as defined in 2256.005 (i) (1-3); or b. the officer is related within the second degree by affinity or consanguinity, as determined under Chapter 573 of the Texas Government Code, to an individual seeking to transact investment business with the entity. PFIA 2256.005 (i). CITY OF SANGER, TEXAS CASH AND INVESTMENTS November 30, 2024 The Monthly Investment Report is in full compliance with the objectives, restrictions, and strategies as set forth in the City of Sanger's Investment Policy and Texas Government Code 2256.023, the Public Funds Investment Act (PFIA). The City only invests in Money Market accounts and Certificates of Deposit. Interest is paid monthly on all accounts. Therefore, book value and market value are the same and the City does not have accrued interest on its investments. In accordance with the PFIA, investment officers are required to file a disclosure statement with the Texas Ethics Commission and the governing body if: 430 Item 24. CITY OF SANGER, TEXAS MONTHLY FINANCIAL AND INVESTMENT REPORT FOR THE MONTH ENDING DECEMBER 31, 2024 PREPARED BY THE FINANCE DEPARTMENT 431 Item 24. City of Sanger M onthly Financial & Investment Report 2 | Page TABLE OF CONTENTS Introduction ..................................................................................................................................... 3 Financial Report General Fund ..................................................................................................................... 4 Enterprise Fund .................................................................................................................. 6 Internal Service Fund ......................................................................................................... 8 Debt Service Fund ........................................................................................................... 10 Capital Projects Fund ....................................................................................................... 12 Enterprise Capital Projects Fund ...................................................................................... 14 4A Fund ........................................................................................................................... 16 4B Fund ........................................................................................................................... 18 Cash and Investment Report Total Cash and Investments............................................................................................. 20 General Fund ................................................................................................................... 22 Enterprise Fund ................................................................................................................ 23 Debt Service and Capital Projects Funds ......................................................................... 24 4A and 4B Funds ............................................................................................................. 25 Certification ...................................................................................................................... 26 432 Item 24. City of Sanger M onthly Financial & Investment Report 3 | Page INTRODUCTION COMMENTS This is the financial report for the period ending December 31, 2024. Revenues and expenditures reflect activity from October 1, 2022, through December 31, 2024 (25% of the fiscal year). GENERAL FUND The General Fund has collected 36% of projected operating revenues. Revenues historically increase in January as property taxes are received. All revenue categories are performing within projections. Operating expenditures & encumbrances are 27% of the annual budget All expenditure categories are within projections. ENTERPRISE FUND The Enterprise Fund has collected 24% of projected operating revenues. All revenue categories are performing within projections. Operating expenditures & encumbrances are 23% of the annual budget. All expenditure categories are within projections. INTERNAL SERVICE FUND The Internal Service Fund has collected 30% of projected transfers from the General and Enterprise Funds. All revenue categories are performing within projections. Operating expenditures & encumbrances are 34% of the annual budget. All expenditure categories are within projections. This unaudited report is designed for internal use and does not include all the funds and accounts in the City of Sanger’s operations. For a complete report, refer to the City of Sanger Annual Financial Report, available at https://www.sangertexas.org/177/Financial-Transparency 433 Item 24. City of Sanger M onthly Financial & Investment Report 4 | Page GENERAL FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Property Taxes 7,715,872$ 3,706,054$ 48.0%4,009,818$ Sales & Beverage Taxes 1,943,000 434,769 22.4%1,508,231 Franchise Fees 1,150,239 274,274 23.8%875,965 Solid Waste 1,366,000 315,212 23.1%1,050,788 Licenses & Permits 481,750 201,667 41.9%280,083 Fines & Forfeitures 187,926 30,488 16.2%157,438 Department Revenues 1,082,717 211,732 19.6%870,985 Interest 365,000 123,837 33.9%241,163 Miscellaneous 149,400 28,082 18.8%121,318 Transfers 395,000 23,750 6.0%371,250 Total Revenues 14,836,904$ 5,349,865$ 36.1%9,487,039$ Expenditures Police 3,750,689$ 1,115,317$ 29.7%2,635,372$ Fire 3,657,301 839,613 23.0%2,817,688 Municipal Court 289,619 53,821 18.6%235,798 Development Services 1,042,858 234,901 22.5%807,957 Streets 948,312 238,849 25.2%709,463 Parks & Recreation 950,890 358,867 37.7%592,023 Library 594,357 148,434 25.0%445,923 Solid Waste 1,200,000 286,884 23.9%913,116 Transfers 2,402,878 693,721 28.9%1,709,157 Total Expenditures 14,836,904$ 3,970,407$ 26.8%10,866,497$ Revenues Over (Under) Expenditures -$ 1,379,458$ (1,379,458)$ CITY OF SANGER, TEXAS Revenue & Expense Report (Unaudited) December 31, 2024 General Fund 434 Item 24. City of Sanger M onthly Financial & Investment Report 5 | Page 36%27% OF ANNUAL BUDGET OF ANNUAL BUDGET3,970,407$ YTD EXPENDITURES $5,349,865 YTD REVENUES 24% FRANCHISE FEE REVENUE 48% PROPERTY TAX REVENUE 22% SALES TAX REVENUE 23% SOLID WASTE REVENUE 23% OTHER REVENUES $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 $14,000,000 $16,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR GENERAL FUND REVENUE TRENDS 22-23 23-24 24-25 $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 $4,000,000 Po l i c e Fi r e Co u r t De v S v c St r e e t s Pa r k s Li b r a r y So l i d W a s t e Tr a n s f e r s EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 435 Item 24. City of Sanger M onthly Financial & Investment Report 6 | Page ENTERPRISE FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Water 2,952,439$ 777,274$ 26.3%2,175,165$ Wastewater 3,044,402 729,701 24.0%2,314,701 Electric 9,259,319 2,096,168 22.6%7,163,151 Penalties & Fees 231,500 55,373 23.9%176,127 Interest 122,500 52,831 43.1%69,669 Miscellaneous 149,020 67,922 45.6%81,098 Transfers 300,000 - 0.0%300,000 Total Revenues 16,059,180$ 3,779,269 23.5%12,279,911$ Expenditures Water 2,229,483$ 467,251 21.0%1,762,232 Wastewater 977,837 266,662 27.3%711,175 Electric 7,961,520 1,499,069 18.8%6,462,451 Customer Service 472,058 80,441 17.0%391,617 Debt Service 2,377,599 828,075 34.8%1,549,524 Transfers 2,040,683 603,173 29.6%1,437,510 Total Expenditures 16,059,180 3,744,671 23.3%12,314,509 Revenues Over (Under) Expenditures -$ 34,598$ (34,598)$ CITY OF SANGER, TEXAS Enterprise Fund Revenue & Expense Report (Unaudited) December 31, 2024 436 Item 24. City of Sanger M onthly Financial & Investment Report 7 | Page 24%23% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $3,779,269 $3,744,671 $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 $14,000,000 $16,000,000 $18,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR ENTERPRISE FUND REVENUE TRENDS 22-23 23-24 24-25 $- $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 $7,000,000 $8,000,000 $9,000,000 Wa t e r Wa s t e w a t e r El e c t r i c Cu s t o m e r Se r v i c e De b t S e r v i c e Tr a n s f e r s EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 23% ELECTRIC REVENUE 26% WATER REVENUES 24% WASTE WATER REVENUES 22% OTHER REVENUE 437 Item 24. City of Sanger M onthly Financial & Investment Report 8 | Page INTERNAL SERVICE FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Transfer from Enterprise Fund 1,945,684$ 579,423$ 29.8%1,366,261$ Transfer from General Fund 1,945,683 579,423 29.8%1,366,260$ Transfer from 4A 15,000 - 0.0%15,000$ Transfer from 4B 15,000 - 0.0%15,000 Total Revenues 3,921,367 1,158,846 29.6%2,762,521 Operating Expenditures City Council 70,300$ 34,169 48.6%36,131$ Administration 397,863 87,262 21.9%310,601 City Secretary 212,898 57,571 27.0%155,327 Legal 342,737 105,450 30.8%237,287 Public Works 539,428 79,427 14.7%460,001 Finance 535,370 130,456 24.4%404,914 Human Resources 380,845 116,250 30.5%264,595 Marketing 635,844 281,356 44.2%354,488 Facilities 375,742 142,219 37.9%233,523 Non-Departmental 490,340 320,820 65.4%169,520 Total Expenditures 3,981,367 1,354,980 34.0%2,626,387 Revenues Over (Under) Expenditures (60,000)$ (196,134)$ 136,134$ CITY OF SANGER, TEXAS Internal Service Fund Revenue & Expense Report (Unaudited) December 31, 2024 438 Item 24. City of Sanger M onthly Financial & Investment Report 9 | Page 30%34% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $1,158,846 $1,354,980 $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 $10,000,000 $12,000,000 $14,000,000 $16,000,000 $18,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR INTERNAL SERVICE FUND REVENUE TRENDS 22-23 23-24 24-25 $- $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 $700,000 Ci t y C o u n c i l Ad m i n Ci t y S e c r e t a r y Le g a l Pu b l i c W o r k s Fi n a n c e Hu m a n Re s o u r c e s Ma r k e t i n g Fa c i l i t i e s No n - D e p t EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 0% 4A FUND TRANSFERS 30% GENERAL FUND TRANSFERS 30% ENTERPRIS E FUND TRANSFERS 0% 4B FUND TRANSFERS 439 Item 24. City of Sanger M onthly Financial & Investment Report 10 | Page DEBT SERVICE FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Property Taxes 1,659,557$ 787,783 47.5%871,774$ Interest 12,000 2,127 17.7%9,873 Transfers 180,000 -$ 0.0%180,000 Total Revenues 1,851,557$ 789,910 42.7%1,061,647$ Operating Expenditures Debt Service 1,849,252 - 0.0%1,849,252 Total Expenditures 1,849,252 - 0.0%1,849,252 Revenues Over (Under) Expenditures 2,305$ 789,910$ (787,605)$ CITY OF SANGER, TEXAS Debt Service Fund Revenue & Expense Report (Unaudited) December 31, 2024 440 Item 24. City of Sanger M onthly Financial & Investment Report 11 | Page 43%0% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $789,910 $0 $- $200,000 $400,000 $600,000 $800,000 $1,000,000 $1,200,000 $1,400,000 $1,600,000 $1,800,000 $2,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR DEBT SERVICE FUND REVENUE TRENDS 22-23 23-24 24-25 $- $200,000 $400,000 $600,000 $800,000 $1,000,000 $1,200,000 $1,400,000 $1,600,000 $1,800,000 $2,000,000 De b t S v c EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 0% TRANSFERS 47% PROPERTY TAX REVENUE 18% INTEREST INCOME 441 Item 24. City of Sanger M onthly Financial & Investment Report 12 | Page CAPITAL PROJECTS FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Interest 50,000$ 11,105$ 22.2%38,895 Transfers 500,000 114,299 22.9%385,701 Sale of Capital Assets 12,000,000 - 0.0%12,000,000 Total Revenues 12,550,000 125,404 1.0%12,424,596 Operating Expenditures 2025-26 Street Rehab 791,594 - 0.0%791,594 Street/Utility Maintenance Program 200,000 44,900 22.5%155,100 Marion Road - Arterial 3,000,000 - 0.0%3,000,000 I-35 Aesthetics 1,000,000 - 0.0%1,000,000 Total Streets Projects 4,991,594 44,900 0.9%4,946,694 Porter Park Phase II 800,000 - 0.0%800,000 Senior Center Improvements 500,000 - 0.0%500,000 Community Center Renovation 100,000 - 0.0%100,000 Porter Park Pon Renovations 530,000 - 0.0%530,000 Total Parks Projects 1,930,000 - 0.0%1,930,000 Joint Public Safety Facility 800,000 - 0.0%800,000 Total Nondepartmental Projects 800,000 - 0.0%800,000 Total Expenditures 7,721,594 44,900 0.6%7,676,694 Revenues Over (Under) Expenditures 4,828,406$ 80,504$ 4,747,902$ CITY OF SANGER, TEXAS Capital Projects Fund Revenue & Expense Report (Unaudited) December 31, 2024 442 Item 24. City of Sanger M onthly Financial & Investment Report 13 | Page 1%1% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $125,404 $44,900 $- $50,000 $100,000 $150,000 $200,000 $250,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR CAPITAL PROJECTS FUND REVENUE TRENDS 22-23 23-24 24-25 $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 20 2 5 - 2 6 S t r e e t Re h a b St r e e t / U t i l i t y Ma i n t e n a n c e Pr o g r a m Ma r i o n R o a d - Ar t e r i a l I- 3 5 A e s t h e t i c s Po r t e r P a r k Ph a s e I I Se n i o r C e n t e r Im p r o v e m e n t s Co m m u n i t y Ce n t e r Re n o v a t i o n Po r t e r P a r k P o n Re n o v a t i o n s Jo i n t P u b l i c Sa f e t y F a c i l i t y EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 0% SALE OF CAPITAL ASSETS 22% INTEREST INCOME 23% TRANSFERS 443 Item 24. City of Sanger M onthly Financial & Investment Report 14 | Page ENTERPRISE CAPITAL PROJECTS FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Water Taps 350,000$ 51,950 14.8%298,050$ Sewer Taps 400,000 75,250$ 18.8%324,750 Interest 200,000 46,413$ 23.2%153,587 State Reimbursements 3,500,000 -$ 0.0%3,500,000 Total Revenues 4,450,000$ 173,613 3.9%4,276,387$ Operating Expenditures Water: Automated Metering System - 9,513 0.0%(9,513) Water: I-35 Utility Relocation - 20,000 0.0%(20,000) Sewer: I-35 Utility Relocation - 20,000 0.0%(20,000) Sewer: Railroad Lift Station 208,319 - 0.0%208,319 Sewer: Keaton Road Sewer 320,000 - 0.0%320,000 Sewer: Fifth Street Rehab 350,000 - 0.0%350,000 Sewer: WWTP Blowers 291,681 291,681 0.0%- Sewer: WWTP Clarifiers 200,000 - 0.0%200,000 Total Sewer Projects 1,370,000 341,194 24.9%1,028,806 Total Expenditures 1,370,000 341,194 24.9%1,028,806 Revenues Over (Under) Expenditures 3,080,000$ (167,581)$ 3,247,581$ CITY OF SANGER, TEXAS Enterprise Capital Projects Fund Revenue & Expense Report (Unaudited) December 31, 2024 444 Item 24. City of Sanger M onthly Financial & Investment Report 15 | Page 4%25% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $173,613 $341,194 $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR ENTERPRISE CAPITAL PROJECTS FUND REVENUE TRENDS 22-23 23-24 24-25 $- $50,000 $100,000 $150,000 $200,000 $250,000 $300,000 $350,000 $400,000 Wa t e r : Au t o m a t e d Me t e r i n g S y s t e m Se w e r : K e a t o n Ro a d S e w e r Se w e r : F i f t h St r e e t R e h a b Se w e r : W W T P Bl o w e r s Se w e r : W W T P Cl a r i f i e r s EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 23% INTEREST INCOME 15% WATER TAPS 19% SEWER TAPS 0% STATE PAYMENTS 445 Item 24. City of Sanger M onthly Financial & Investment Report 16 | Page 4A FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Sales Tax 962,500$ 215,333$ 22.4%747,167$ Interest 95,000 33,216$ 35.0%61,784 Total Revenues 1,057,500$ 248,549 23.5%808,951$ Operating Expenditures Economic Development 561,747$ 33,951$ 6.0%527,796$ Transfers 15,000 - 0.0%15,000 Total Expenditures 576,747 33,951 5.9%542,796 Revenues Over (Under) Expenditures 480,753$ 214,598$ 266,155$ CITY OF SANGER, TEXAS 4A Fund Revenue & Expense Report (Unaudited) December 31, 2024 446 Item 24. City of Sanger M onthly Financial & Investment Report 17 | Page 24%6% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $248,549 $33,951 $- $200,000 $400,000 $600,000 $800,000 $1,000,000 $1,200,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR 4A FUND REVENUE TRENDS 22-23 23-24 24-25 $- $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 Ec o n o m i c De v e l o p m e n t Tr a n s f e r s EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 22% SALES TAX REVENUE 35% INTEREST INCOME 447 Item 24. City of Sanger M onthly Financial & Investment Report 18 | Page 4B FUND Annual Budget Year to Date Expenditures & Encumbrances % of Budget Budget Balance Revenues Sales Tax 962,500$ 215,333$ 22.4%747,167$ Interest 44,000 20,243$ 46.0%23,757 Total Revenues 1,006,500$ 235,576 23.4%770,924$ Operating Expenditures Economic Development 291,746$ 39,325$ 13.5%252,421$ Transfers 195,000 - 0.0%195,000 Total Expenditures 486,746 39,325 8.1%447,421 Revenues Over (Under) Expenditures 519,754$ 196,251$ 323,503$ CITY OF SANGER, TEXAS 4B Fund Revenue & Expense Report (Unaudited) December 31, 2024 448 Item 24. City of Sanger M onthly Financial & Investment Report 19 | Page 23%8% OF ANNUAL BUDGET OF ANNUAL BUDGET YTD REVENUES YTD EXPENDITURES $235,576 $39,325 $- $100,000 $200,000 $300,000 $400,000 $500,000 $600,000 $700,000 $800,000 $900,000 $1,000,000 OCT NOV DEC JAN FEB MAR ARP MAY JUN JUL AUG SEP 3-YEAR 4A FUND REVENUE TRENDS 22-23 23-24 24-25 $- $50,000 $100,000 $150,000 $200,000 $250,000 $300,000 $350,000 Ec o n o m i c De v e l o p m e n t Tr a n s f e r s EXPENDITURES BY DEPARTMENT: BUDGET & ACTUAL YTD Budget 22% SALES TAX REVENUE 46% INTEREST INCOME 449 Item 24. City of Sanger M onthly Financial & Investment Report 20 | Page CASH AND INVESTMENTS REPORT Name General Enterprise Debt Service Capital Projects Total UNRESTRICTED Cash for Operations 20,661,839$ 6,381,265$ -$ -$ 27,043,104$ Contingency Reserves for Operations 1,111,177 1,104,971 - - 2,216,148 TOTAL UNRESTRICTED 21,773,016$ 7,486,236$ -$ -$ 29,259,252$ RESTRICTED Debt Service -$ 347,733$ 1,125,203$ -$ 1,472,936$ Water Deposits - 494,890 - - 494,890 Equipment Replacement 1,307,140 156,905 - - 1,464,045 Electric Storm Recovery - 1,281,096 - - 1,281,096 Hotel Occupancy Tax 310,846 - - - 310,846 Grant Funds 168,514 - - - 168,514 Keep Sanger Beautiful (KSB)5,724 - - - 5,724 Library 102,738 - - - 102,738 Parkland Dedication 108,176 - - - 108,176 Roadway Impact 1,841,842 - - - 1,841,842 Court Security 20,824 - - - 20,824 Court Technology 2,604 - - - 2,604 Child Safety Fee 97,822 - - - 97,822 Forfeited Property 3,634 - - - 3,634 Donations 46,120 - - - 46,120 TOTAL RESTRICTED 4,015,984$ 2,280,624$ 1,125,203$ -$ 7,421,811$ CAPITAL PROJECTS General Capital Projects -$ -$ -$ 1,669,392$ 1,669,392$ Enterprise Capital Projects - - - 7,297,394 7,297,394 TOTAL CAPITAL PROJECTS -$ -$ -$ 8,966,786$ 8,966,786$ TOTAL CASH AND INVESTMENTS 25,789,000$ 9,766,860$ 1,125,203$ 8,966,786$ 45,647,849$ These totals do not include the 4A Corporation and 4B Corporation, which are presented on page 25. December 31, 2024 TOTAL CASH AND INVESTMENTS CITY OF SANGER, TEXAS 450 Item 24. City of Sanger M onthly Financial & Investment Report 21 | Page Cash for Operations 92% Contingency Reserves for Operations 8% Unrestricted General Capital Projects 19% Enterprise Capital Projects 81% Capital Projects Debt Service 25% Water Deposits 8%Equipment Replacement 24% Electric Storm Recovery 21% Other 22% Restricted Total Unrestricted $29,259,252 Total Restricted $7,421,811 Total Capital Projects $8,966,786 0%10%20%30%40%50%60%70%80%90%100% TOTAL CASH & INVESTMENTS 451 Item 24. City of Sanger M onthly Financial & Investment Report 22 | Page Name Acct. #Maturity Yield Prior Period Current Balance Pooled Cash 001-00-1000 0.05%17,121,567$ 20,073,405$ Employee Benefits Cash 110-00-1000 0.20%5,213 5,261 Employee Benefits MM 110-00-1010 0.20%144,767 237,729 Internal Service Fund 180-00-1000 0.05%289,663 345,444 OPERATING ACCOUNTS 17,561,210$ 20,661,839$ GF Contingency Reserve MM 2487969 001-00-1031 0.20%655,263$ 655,263$ GF Contingency Reserve CD Prosperity 001-00-1039 4/26/2025 0.55%228,696 228,696 GF Contingency Reserve CD 674907 001-00-1043 7/13/2025 0.45%226,487 227,218 CONTINGENCY RESERVE 1,110,446$ 1,111,177$ *GF Equipment Replacement MM 2376237 001-00-1032 0.20%202,899$ 203,324$ *GF Equipment Replacement CD 719706 001-00-1033 7/6/2025 0.45%68,062$ 68,282$ *General Storm Recovery Pooled Cash 201-00-1000 0.05%1,033,390 1,035,534 EQUIPMENT REPLACEMENT RESERVES 1,304,351$ 1,307,140$ *Hotel Occupancy Tax 050-00-1000 328,122 310,846 *Police Grant Fund 320-00-1000 4,942 4,952 *Fire Grant Fund 324-00-1000 142,946 161,031 *Library Grant Fund 342-00-1000 2,526 2,531 *Beautification Board - KSB 432-00-1000 5,712 5,724 *Library Restricted for Building Expansion 442-00-1000 47,763 47,862 *Library Building Expansion CD 702994 442-00-1035 1/22/2025 0.45%54,699 54,876 *Parkland Dedication Fund 450-00-1000 107,952 108,176 *Roadway Impact Fee Fund 451-00-1000 1,835,035 1,841,842 *Court Security Restricted Fund 470-00-1000 20,544 20,824 *Court Technology Restricted Fund 471-00-1000 2,401 2,604 *Child Safety Fee Fund 475-00-1000 87,255 97,822 *Forfeited Property Fund 480-00-1000 3,626 3,634 *Police Donations 620-00-1000 286 287 *Fire Donations 624-00-1000 21,825 21,870 *Banner Account for Parks 632-00-1000 16,282 16,315 *Library Donations 642-00-1000 7,571 7,648 OTHER 2,689,487$ 2,708,844$ TOTAL CASH AND INVESTMENTS 22,665,494$ 25,789,000$ TOTAL UNRESTRICTED 18,671,656$ 21,773,016$ *Restricted Funds GENERAL FUND December 31, 2024 CASH AND INVESTMENTS 452 Item 24. City of Sanger M onthly Financial & Investment Report 23 | Page Name Acct. #Maturity Yield Prior Period Current Balance Pooled Cash 008-00-1010 0.05%6,040,967$ 6,381,265$ OPERATING ACCOUNTS 6,040,967$ 6,381,265$ *Pooled Cash 008-00-1010 0.05%191,130$ 193,924$ *Water Deposit CD 2375850 008-00-1041 1/3/2025 0.45%300,966 300,966 WATER DEPOSIT REFUND ACCOUNTS 492,096$ 494,890$ *Combined EF Debt Service MM 2376113 008-00-1039 0.20%347,773 347,733 BOND FUNDS 347,773$ 347,733$ EF Contingency Reserve MM 2809753 008-00-1012 0.20%653,644$ 653,644$ EF Contingency Reserve CD 787860 008-00-1014 2/14/2025 0.45%336,981 338,066 EF Reserve CD 642541 008-00-1040 9/25/2025 0.45%112,885 113,261 CONTINGENCY RESERVES 1,103,510$ 1,104,971$ *EF Storm Recovery MM 208-00-1033 0.20%1,281,096$ 1,281,096$ *EF Equipment Replacement MM 2376202 008-00-1034 0.20%156,548 156,905 OTHER 1,437,644$ 1,438,001$ TOTAL CASH AND INVESTMENTS 9,421,990$ 9,766,860$ TOTAL UNRESTRICTED 7,144,477$ 7,486,236$ *Restricted Funds ENTERPRISE FUND December 31, 2024 CASH AND INVESTMENTS 453 Item 24. City of Sanger M onthly Financial & Investment Report 24 | Page Name Acct. #Maturity Yield Prior Period Current Balance *Pooled Cash 003-00-1000 0.05%297,120$ 1,061,811$ *DSF Money Market 2376105 003-00-1010 0.20%63,392 63,392 TOTAL RESTRICTED 360,512$ 1,125,203$ Name Acct. #Maturity Yield Prior Period Current *Pooled Cash 004-00-1000 0.05%1,527,242$ 1,545,340$ *2023C Tax Bond Proceeds 004-00-1014 0.05%124,052 124,052 TOTAL RESTRICTED 1,651,294$ 1,669,392$ Name Acct. #Maturity Yield Prior Period Current Balance *Pooled Cash 840-00-1000 0.05%496,740$ 476,968$ *2023B Bond Proceeds 840-00-1014 0.20%1,786,999 1,738,086 *Sewer Capital Improvements MM-10% Rev 840-00-1020 0.20%1,687,027 1,687,027 *Water Capital Reserve MM 2376156 Tap Fees 840-00-1037 0.20%1,295,388 1,299,888 *Sewer Capital Reserve MM 2380226 Tap Fees 840-00-1038 0.20%2,089,425 2,095,425 TOTAL RESTRICTED 7,355,579$ 7,297,394$ *Restricted Funds ENTERPRISE CAPITAL PROJECTS FUND GENERAL CAPITAL PROJECTS FUND DEBT SERVICE FUND DEBT SERVICE & CAPITAL PROJECTS CASH AND INVESTMENTS December 31, 2024 454 Item 24. City of Sanger M onthly Financial & Investment Report 25 | Page Name Acct. #Maturity Yield Prior Period Current Balance *Pooled Cash 41-00-1000 0.05%3,389,441$ 3,458,732$ *Cash NOW 900020693 Prosperity 41-00-1010 0.05%333,152 333,152 *4A MM 902551273 Prosperity 41-00-1012 0.20%2,081,109 2,081,109 *Sanger TX Ind Corp CD 486639 41-00-1013 11/2/2025 0.25%100,205 100,453 TOTAL CASH AND INVESTMENTS 5,903,907$ 5,973,446$ Name Acct. #Maturity Yield Prior Period Current Balance *Pooled Cash 42-00-1000 0.05%2,434,435$ 2,486,426$ *Cash MM 2379694 42-00-1010 0.05%210,302 210,302 *4B CD 653500 42-00-1013 4/3/2025 0.45%23,269 23,344 *4B CD 659924 42-00-1014 11/12/2025 0.45%23,083 23,158 *4B CD 664243 42-00-1015 6/5/2025 0.45%23,110 23,185 *4B CD 673277 42-00-1016 7/9/2025 0.45%23,178 23,253 *4B CD 686115 42-00-1017 8/4/2025 0.45%23,182 23,257 *4B CD 689521 42-00-1018 9/11/2025 0.45%23,162 23,237 *4B CD 694371 42-00-1019 11/14/2025 0.45%23,180 23,255 *4B CD 697230 42-00-1020 11/17/2025 0.45%23,328 23,313 *4B CD 699934 42-00-1021 12/18/2025 0.45%23,085 23,160 *4B CD 702285 42-00-1022 1/31/2025 0.45%22,814 22,888 *4B CD 706078 42-00-1023 2/19/2025 0.45%22,894 22,968 *4B CD 720097 42-00-1024 2/9/2025 0.45%22,772 22,846 *4B CD 720119 42-00-1025 11/9/2025 0.45%22,731 22,804 TOTAL CASH AND INVESTMENTS 2,944,525$ 2,997,396$ *Restricted Funds 4B FUND 4A & 4B FUNDS December 31, 2024 CASH AND INVESTMENTS General 455 Item 24. City of Sanger M onthly Financial & Investment Report 26 | Page Ethics Disclosure and Conflicts of Interest Clayton Gray John Noblitt Finance Director City Manager a. the officer has a business relationship with a business organization offering to engage in an investment transaction with the City (as defined in 2256.005 (i) (1-3); or b. the officer is related within the second degree by affinity or consanguinity, as determined under Chapter 573 of the Texas Government Code, to an individual seeking to transact investment business with the entity. PFIA 2256.005 (i). CITY OF SANGER, TEXAS CASH AND INVESTMENTS December 31, 2024 The Monthly Investment Report is in full compliance with the objectives, restrictions, and strategies as set forth in the City of Sanger's Investment Policy and Texas Government Code 2256.023, the Public Funds Investment Act (PFIA). The City only invests in Money Market accounts and Certificates of Deposit. Interest is paid monthly on all accounts. Therefore, book value and market value are the same and the City does not have accrued interest on its investments. In accordance with the PFIA, investment officers are required to file a disclosure statement with the Texas Ethics Commission and the governing body if: 456 Item 24. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 1 VENDOR SET: 99 City of Sanger BANK: * ALL BANKS DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 00600 CITY OF SANGER B-CHECK CITY OF SANGER UNPOST V 12/03/2024 000807 200.00CR 00600 CITY OF SANGER M-CHECK CITY OF SANGER UNPOST V 12/04/2024 000807 C-CHECK VOID CHECK V 12/03/2024 086966 C-CHECK VOID CHECK V 12/11/2024 087023 * * T O T A L S * * NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT REGULAR CHECKS: 0 0.00 0.00 0.00 HAND CHECKS: 0 0.00 0.00 0.00 DRAFTS: 0 0.00 0.00 0.00 EFT: 0 0.00 0.00 0.00 NON CHECKS: 0 0.00 0.00 0.00 VOID CHECKS: 3 VOID DEBITS 0.00 VOID CREDITS 200.00CR 200.00CR 0.00 TOTAL ERRORS: 0 NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT VENDOR SET: 99 BANK: * TOTALS: 3 200.00CR 0.00 0.00 BANK: * TOTALS: 3 200.00CR 0.00 0.00 457 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 2 VENDOR SET: 99 City of Sanger BANK: EMP B EMPLOYEE BENEFIT FUND DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 10610 LEADERSLIFE INS. COMPANY I-156101 LEADERS LIFE INSURANCE DEC 24 R 12/17/2024 73.66 000824 73.66 * * T O T A L S * * NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT REGULAR CHECKS: 1 73.66 0.00 73.66 HAND CHECKS: 0 0.00 0.00 0.00 DRAFTS: 0 0.00 0.00 0.00 EFT: 0 0.00 0.00 0.00 NON CHECKS: 0 0.00 0.00 0.00 VOID CHECKS: 0 VOID DEBITS 0.00 VOID CREDITS 0.00 0.00 0.00 TOTAL ERRORS: 0 NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT VENDOR SET: 99 BANK: EMP BTOTALS: 1 73.66 0.00 73.66 BANK: EMP B TOTALS: 1 73.66 0.00 73.66 458 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 3 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 22640 INTERNAL REVENUE SERVICE I-T1 PY 12.06.202 FEDERAL W/H D 12/06/2024 3,689.56 000805 I-T3 PY 12.06.202 FICA PAYABLE D 12/06/2024 6,607.66 000805 I-T4 PY 12.06.202 FICA PAYABLE D 12/06/2024 1,545.28 000805 11,842.50 22640 INTERNAL REVENUE SERVICE I-T1 PYLONGEVITY FEDERAL W/H D 12/06/2024 5,858.21 000806 I-T3 PYLONGEVITY FICA PAYABLE D 12/06/2024 9,273.14 000806 I-T4 PYLONGEVITY FICA PAYABLE D 12/06/2024 2,168.66 000806 17,300.01 00600 CITY OF SANGER I-12.02.2024 INCREASE COURT CASH DRAWERS V 12/03/2024 200.00 000807 200.00 00600 CITY OF SANGER B-CHECK CITY OF SANGER UNPOST V 12/03/2024 000807 200.00CR 00600 CITY OF SANGER M-CHECK CITY OF SANGER UNPOST V 12/04/2024 000807 200.00CR 14210 OFFICE OF THE ATTORNEY GENERAL I-CBWPY 12.13.24 CHILD SUPPORT D 12/13/2024 92.31 000809 I-CRWPY 12.13.24 CHILD SUPPORT AG#0013904686 D 12/13/2024 192.46 000809 I-CSRPY 12.13.24 CHILD SUPPORT #0013806050 D 12/13/2024 276.92 000809 I-CWMPY 12.13.24 CHILD SUPPORT # 0014024793CV19 D 12/13/2024 300.00 000809 861.69 22640 INTERNAL REVENUE SERVICE I-T1 PY 12.13.24 FEDERAL W/H D 12/13/2024 30,747.94 000810 I-T3 PY 12.13.24 FICA PAYABLE D 12/13/2024 39,264.50 000810 I-T4 PY 12.13.24 FICA PAYABLE D 12/13/2024 9,288.06 000810 79,300.50 00600 CITY OF SANGER I-DEC 24 COS UB 10/21/24 - 11/20/24 D 12/15/2024 29,097.36 000812 29,097.36 11690 PITNEY BOWES - RESERVE ACCOUNT I-12.12.2024 REFILL POSTAGE METER D 12/12/2024 300.00 000813 300.00 30600 TASC C-KIRK 10.04.24 CKIRK PY 10.04.2024 D 12/13/2024 10.00CR 000816 I-12/12/2024 BANK REC VARIANCE PY 10.4.24 D 12/13/2024 10.00 000816 00100 TMRS I-RETPY 11.01.202 TMRS D 12/17/2024 61,202.96 000817 I-RETPY11.15.2024 TMRS D 12/17/2024 59,746.71 000817 I-RETPY11.29.2024 TMRS D 12/17/2024 61,764.44 000817 182,714.11 459 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 4 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 14210 OFFICE OF THE ATTORNEY GENERAL I-CBWPY12.27.24 CHILD SUPPORT D 12/27/2024 92.31 000818 I-CRWPY12.27.24 CHILD SUPPORT AG#0013904686 D 12/27/2024 192.46 000818 I-CSRPY12.27.24 CHILD SUPPORT #0013806050 D 12/27/2024 276.92 000818 I-CWMPY12.27.24 CHILD SUPPORT # 0014024793CV19 D 12/27/2024 300.00 000818 861.69 22640 INTERNAL REVENUE SERVICE I-T1 PY12.27.24 FEDERAL W/H D 12/27/2024 26,835.96 000819 I-T3 PY12.27.24 FICA PAYABLE D 12/27/2024 36,052.74 000819 I-T4 PY12.27.24 FICA PAYABLE D 12/27/2024 8,650.62 000819 71,539.32 22400 DUNN, REECE I-PER DIEM 11.14.24 PER DIEM 11/14/24 - 11/15/24 E 12/03/2024 50.00 001012 50.00 32030 GILLIAM INVESTMENTS: DBA: VANG I-61505 CLEANING SRVC 24-25 E 12/03/2024 3,778.00 001013 3,778.00 33410 HOOTEN, JACK I-REIMBURSE 11.18.24 PLUMBING INSPECTOR CERT E 12/03/2024 85.00 001014 85.00 34490 HALFF ASSOC INC I-10125100 PORTER PARK POND SCOPE E 12/03/2024 17,031.11 001015 I-10131214 SANGER PORTER PARK PH 2 E 12/03/2024 13,578.39 001015 30,609.50 36460 KIMLEY-HORN & ASSOCIATES I-061322300-1024 PROJECT 061322300-02 E 12/03/2024 7,416.14 001016 7,416.14 37670 CITIBANK, N.A. C-ACADEMY 10 04 24 CREDIT TAXES E 12/03/2024 43.28CR 001017 C-ACADEMY 10*04*24 CREDIT TAXES E 12/03/2024 108.20CR 001017 C-ACADEMY 10-04-24 CREDIT TAXES E 12/03/2024 64.92CR 001017 C-ACADEMY 10.04.24 CREDIT TAXES E 12/03/2024 43.28CR 001017 C-ACADEMY 10/04/24 CREDIT TAXES E 12/03/2024 21.64CR 001017 C-GALLS 10.22.24 RTN HANDGUN CLEARING SYSTEM E 12/03/2024 476.20CR 001017 C-HILTON 10.11.24 TAX REFUND HOTEL STAY JSTATON E 12/03/2024 72.87CR 001017 C-ICSC 10.25.24 RFND ICSC RED RIVER FULL PRGRM E 12/03/2024 500.00CR 001017 C-SAMS 10.17.24 RTN CHRISTMAS DECORATIONS E 12/03/2024 757.54CR 001017 I-ACADEMY 10.04.24 UNIFORM SHIRTS E 12/03/2024 329.85 001017 I-ACE 10.17.24 STAIN E 12/03/2024 26.98 001017 I-ADOBE 10.25.24 ADOBE CLOUD FD SUBSCRIPTION E 12/03/2024 259.67 001017 I-AMZN 10.20.24 KRYDEX INNER BELT BBUTTRAM E 12/03/2024 15.97 001017 I-APA 10.14.24 APATX24 STATE PLANNING CONF E 12/03/2024 410.00 001017 I-ARTISAN 10.21.24 SIGNS FOR EVENT E 12/03/2024 60.00 001017 I-BABE'S 10.05.24 BABE'S CHKN - OBS FEST LUNCH E 12/03/2024 193.39 001017 I-BB 10.03.24 DISPLAY PORT TO HDMI CABLE E 12/03/2024 39.98 001017 I-BB 10.24.24 MICROWAVE - CH KITCHEN E 12/03/2024 209.99 001017 I-BB 10/03/24 DISPLAY PORT TO HDMI CABLE E 12/03/2024 19.99 001017 I-BUZZ 10.25.24 PODCAST HOSTING E 12/03/2024 22.00 001017 460 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 5 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT I-CE 10.07.24 DRINKS FOR COUNCIL E 12/03/2024 10.16 001017 I-CE 10.21.24 DRINKS FOR COUNCIL E 12/03/2024 10.16 001017 I-COLUMN 10-08-24 PUBLIC NOTICE E 12/03/2024 64.40 001017 I-COLUMN 10.08.24 PUBLIC NOTICE E 12/03/2024 67.92 001017 I-COLUMN 10/08/24 PUBLIC NOTICE E 12/03/2024 67.92 001017 I-CPS 10.25.24 LAW MANUALS RREFLOGAL E 12/03/2024 123.90 001017 I-DCC 10.15.24 PLAT FILINGS E 12/03/2024 379.00 001017 I-DCTXMV 10.04.24 STATE REGISTRATION PD/FD E 12/03/2024 32.25 001017 I-DCTXMV 10.15.24 STATE REGISTRATION FM671 E 12/03/2024 8.25 001017 I-DCTXMV 10.21.24 STATE REGISTRATION UN02 E 12/03/2024 8.25 001017 I-DCTXMV 10.22.24 STATE REGISTRATION UN05 E 12/03/2024 8.25 001017 I-DCTXMV 10/04/24 CARD FEE E 12/03/2024 2.00 001017 I-DG 10.11.24 DIRT CUP SPLY E 12/03/2024 2.95 001017 I-DMN 10.29.24 DALLAS MORNING NEWS SUB DGREEN E 12/03/2024 30.03 001017 I-DOMINO'S 10.07.24 FOOD FOR COUNCIL E 12/03/2024 59.35 001017 I-DOMINO'S 10.21.24 FOOD FOR COUNCIL E 12/03/2024 64.85 001017 I-EC 10.11.24 EARPHONE MICS - PATROL RADIOS E 12/03/2024 366.91 001017 I-FAIRFIELD 10.04.24 HOTEL STAY - RBERG E 12/03/2024 103.50 001017 I-FB 10.05.24 FACEBOOK ADS SHINE ON SANGER E 12/03/2024 51.83 001017 I-FOXIT 10.16.24 FOXIT SOFTWARE SYEATTS E 12/03/2024 227.31 001017 I-GALLS 10.16.24 HANDGUN CLEARING SYSTEM E 12/03/2024 476.20 001017 I-GALLS 10.18.24 HANDGUN CLEARING SYSTEM E 12/03/2024 439.91 001017 I-GALLS 10.23.24 TACTICAL BOOTS TMORTON E 12/03/2024 134.98 001017 I-GRAMMARLY 10.30.24 GRAMMARLY SUBSCRIPTION HR E 12/03/2024 12.26 001017 I-GRUMPYS 10.05.24 STAFF MEALS OBS FEST E 12/03/2024 22.69 001017 I-GRUMPYS 10/05/24 STAFF LUNCHES OBS FEST E 12/03/2024 61.41 001017 I-HD 10.04.24 BRICKS E 12/03/2024 21.74 001017 I-HD 10.15.24 PAINT E 12/03/2024 138.92 001017 I-HD 10/15/24 POCKET DOOR HANDLE E 12/03/2024 6.27 001017 I-HILTON 10.11.24 HOTEL STAY JSTATON E 12/03/2024 461.56 001017 I-HILTON 10/11/24 TAX - HOTEL STAY JSTATON E 12/03/2024 145.74 001017 I-HIRESANTA 10.21.24 SANTA FOR 2025 COTS E 12/03/2024 790.00 001017 I-HOLIDAY 10.05.24 HOTEL STAY JSHEPPARD OBS FEST E 12/03/2024 239.25 001017 I-HOLIDAY 10.11.24 HOTEL STAY KJACKSON E 12/03/2024 621.12 001017 I-HOLIDAY 10/05/24 HOTEL STAY JSHEPPARD OBS FEST E 12/03/2024 239.25 001017 I-ICSC 10.21.24 ICSC RED RIVER MEMBER DUES E 12/03/2024 837.50 001017 I-KRIS TEES 10.17.24 2X EMBROIDERIES E 12/03/2024 17.32 001017 I-LE 10.23.24 STAFF APPAREL CDYER E 12/03/2024 37.85 001017 I-LOWES 10.04.24 PAINT PRIMER E 12/03/2024 13.46 001017 I-LSC 10.29.24 CDI CERTIFICATION SBRADSHAW E 12/03/2024 600.00 001017 I-MARRIOTT 10.04.24 HOTEL STAY SBRADSHAW E 12/03/2024 459.52 001017 I-MCCLAIN'S 10.04.24 FILTERS FOR GENERATORS E 12/03/2024 177.80 001017 I-OLLIES 10.04.24 COIN WRAPPERS/COFFEE E 12/03/2024 18.94 001017 I-OSSA 10.10.24 FTO/SUPV CLASS MMUTINA E 12/03/2024 160.00 001017 I-PANERA 10.05.24 EMPLOYEE LUNCH CATERING E 12/03/2024 163.36 001017 I-PLAYAWAY 10.07.24 I SPEAK SPANISH LAUNCHPAD E 12/03/2024 159.99 001017 I-SAMS 10.17.24 CHRISTMAS DECORATIONS E 12/03/2024 757.54 001017 I-SAMS 10/17/24 CHRISTMAS DECOR W TAX ADJ E 12/03/2024 699.81 001017 461 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 6 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT I-SHELL 10.08.24 FUEL - UN04 - FUELMAN MISPLACE E 12/03/2024 59.01 001017 I-SHERATON 10.30.24 HOTEL STAY CDYER E 12/03/2024 418.68 001017 I-STARBUCKS 10.08.24 COFFEE FOR CHAMBER MEETING E 12/03/2024 16.15 001017 I-SWANK 10.08.24 PUBLIC PERFORMANCE LICENSE E 12/03/2024 550.00 001017 I-TARTAN 10.29.24 EMPLOYEE HALLOWEEN TREATS E 12/03/2024 260.00 001017 I-TBG 10.08.24 NOV BOOK CLUB COPIES E 12/03/2024 27.50 001017 I-TC 10.19.24 STAFF BREAKFAST SANGER CLEANUP E 12/03/2024 114.59 001017 I-TCA 10.07.24 ILEA 03/03/25 - 04/25/25 JLEWI E 12/03/2024 2,750.00 001017 I-TCFP 10.18.24 FIRE CERTIFICATIONS DPENNINGTO E 12/03/2024 920.51 001017 I-TCP 10.14.24 NTCPA MEMBERSHIP TMORTON E 12/03/2024 50.00 001017 I-TEEX 10.10.24 WW TECH RWELBORN TCEQ E 12/03/2024 605.00 001017 I-TIMBULOT 10.10.24 SWAT CLASS RDUNN E 12/03/2024 749.00 001017 I-TMC 10.23.24 JUDGES SEMINAR DSPINDLE E 12/03/2024 250.00 001017 I-TMC 10.24.24 NEW CLERK SEMINAR ATOBIAS E 12/03/2024 350.00 001017 I-TML 10.09.24 CGFO EXAM DSTANFORD E 12/03/2024 150.00 001017 I-TML 10.19.24 CUSTOMER SRVC WEBINAR CFULLER E 12/03/2024 45.00 001017 I-TMOBILE 10.18.24 TMOBILE HOTSPOT SERVICE E 12/03/2024 287.00 001017 I-TR 10.25.24 TREUTERS ONLINE SUBSCRIPTION E 12/03/2024 252.47 001017 I-TRAINCEL 10.15.24 IRS FORMS TRAINING DSTANFORD E 12/03/2024 199.00 001017 I-TSC 10.10.24 PUMPKINS E 12/03/2024 25.00 001017 I-TX.GOV 10.15.24 SRVC FEE FM671 E 12/03/2024 2.00 001017 I-TX.GOV 10.21.24 SRVC FEE UN02 E 12/03/2024 2.00 001017 I-TX.GOV 10.22.24 SRVC FEE UN05 E 12/03/2024 2.00 001017 I-TXBRD 10.14.24 TXBRD PLUMBING EXAM JHOOTEN E 12/03/2024 82.50 001017 I-USPS 10.22.24 OVERNIGHT OBS PERFORMER CHK E 12/03/2024 32.00 001017 I-VISTAPRNT 10.14.24 BUSINESS CARDS - CUSTOMER SRVC E 12/03/2024 31.98 001017 I-VISTAPRNT 10.24.24 BUSINESS CARDS - PD E 12/03/2024 143.96 001017 I-WM 10.04.24 SLIME/DIRT CUPS E 12/03/2024 68.91 001017 I-WM 10.15.24 SWIFFER DUSTER/REFILLS E 12/03/2024 30.32 001017 I-ZOOM 10.24.24 ZOOM SUBSCRIPTION ECO DEV E 12/03/2024 115.99 001017 I-ZOOM 10.28.24 ZOOM MONTHLY SUB HR E 12/03/2024 17.05 001017 I-ZOOM 10/24/24 ZOOM MONTHLY SUB HR E 12/03/2024 130.80 001017 17,841.89 38390 AMAZON CAPITAL SERVICES, INC. C-11R4-Y3Y7-R7VV RTN CLIPBOARDS E 12/03/2024 36.99CR 001018 C-193D-HTHF-3WC7 RTN STORAGE TOTES E 12/03/2024 51.78CR 001018 C-1FFC-JDFT-RJTJ RTN LED CABINET LIGHTS E 12/03/2024 12.99CR 001018 I-11TW-6QDP-1NJR SNAP HOOKS/KEYCHAINS E 12/03/2024 26.71 001018 I-13FG-JN1M-437C TACTICAL BOOTS - CTREVINO E 12/03/2024 209.95 001018 I-13GV-Q9VG-31MF BOOK CLUB TITLES E 12/03/2024 20.37 001018 I-13HF-CNXD-D63Q WIRELESS MOUSE E 12/03/2024 31.49 001018 I-14J6-R76N-H1VR BATHROOM SHELF E 12/03/2024 45.99 001018 I-19H1-QHDD-6MGN LED CABINET LIGHTS E 12/03/2024 12.99 001018 I-1DF3-3JCW-34CH STATION WASH SUPPLIES E 12/03/2024 189.81 001018 I-1DXT-Q6TQ-1CX1 3D GLASSES/NITRILE GLOVES E 12/03/2024 24.96 001018 I-1FNY-CPNK-4C13 ITEMS FOR HOLIDAY EVENT E 12/03/2024 189.15 001018 I-1HM4-NHHM-YWN3 GLASS CLEANER E 12/03/2024 14.88 001018 I-1HYF-DJK1-1NTY SURGE PROTECTORS E 12/03/2024 25.97 001018 462 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 7 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT I-1JHW-PQ9V-3KH4 MONITOR ARM E 12/03/2024 57.99 001018 I-1JHY-VVGX-3TPD CANDY FOR SANTA AROUND TOWN E 12/03/2024 712.73 001018 I-1JN4-CLCW-3M4X BOOK E 12/03/2024 9.94 001018 I-1JN4-CLCW-3PPN DRY ERASE MAGNETS SET E 12/03/2024 8.89 001018 I-1KFJ-NGM4-W1YP BLU-RAY TITLES E 12/03/2024 135.13 001018 I-1KLC-L499-QY1W BIC BALLPOINT PENS E 12/03/2024 11.60 001018 I-1KTR-DNF6-HH4Q LEVELING CASTERS E 12/03/2024 39.90 001018 I-1L36-WY41-3417 BLU-RAY TITLES E 12/03/2024 67.40 001018 I-1MJY-YQG1-3CV4 COMPUTER PRIVACY SCREEN E 12/03/2024 62.69 001018 I-1MYT-GMKF-37XV LED LIGHTS E 12/03/2024 48.45 001018 I-1PVW-G7HM-XP9J DOCKING STATION E 12/03/2024 199.95 001018 I-1RGH-4PM9-1Y4Q TRAILER HITCH E 12/03/2024 100.96 001018 I-1RLT-3DF7-3V43 LAMINATING SHEETS/NAME TAGS E 12/03/2024 57.86 001018 I-1TPP-V7D3-PXGN STORAGE TOTES E 12/03/2024 56.09 001018 I-1TXH-6KCC-V1V1 2X OFFICE CHAIRS E 12/03/2024 208.42 001018 I-1TYW-49VH-3DYL STREAMLIGHT BATTERIES E 12/03/2024 155.68 001018 I-1V4X-9VYW-1R44 MOUSE PAD/HOOKS/PENS E 12/03/2024 41.36 001018 I-1VKP-XFD7-GPPQ CAT6 ETHERNET CABLE E 12/03/2024 17.98 001018 I-1VKP-XFD7-HC67 POPCORN E 12/03/2024 17.99 001018 I-1YCK-XYM4-3TK1 EMPLYEE ITMES - HOLIDAY EVENT E 12/03/2024 85.94 001018 I-1YGK-7HV6-X7PT POCKET DOOR LOCK E 12/03/2024 22.99 001018 I-1YJ9-HP17-1K3P EMPLOYEE ITEMS - HOLIDAY EVENT E 12/03/2024 257.17 001018 I-1YQJ-HF9V-3LCM DISPLAY CABLE E 12/03/2024 6.99 001018 3,074.61 08120 ICMA-RC I-457PY 12.13.24 ICMA CITY OF SANGER 457 PLAN E 12/13/2024 1,983.93 001019 1,983.93 07630 GREEN, JOSHUA P I-REIMBURSE 11.29.24 BOOT ALLOWANCE 11/29/2024 E 12/11/2024 185.00 001020 185.00 25070 ALL AMERICAN DOGS INC I-5889 ANIMAL CONTROL DEC 24 E 12/11/2024 7,669.97 001021 7,669.97 31970 DAVID STONEKING I-86 GIS DATA CLEANUP & PARCEL UPDT E 12/11/2024 920.00 001022 920.00 38390 AMAZON CAPITAL SERVICES, INC. I-137N-1WWR-WQ9P K-CUPS E 12/11/2024 26.97 001023 I-139W-JYGF-W7R9 COOKBOOK/NOOK/LEGO SET E 12/11/2024 84.27 001023 I-14N3-GJVR-3R6V CRAFTS/PRIZES/TOYS/BAGS E 12/11/2024 282.23 001023 I-163C-47NH-FLYF LYSOL E 12/11/2024 76.22 001023 I-1HG9-NRG3-69JH OFFICE CHAIRS E 12/11/2024 129.95 001023 I-1HWW-KRNT-XDG6 2025 PLANNERS E 12/11/2024 39.60 001023 I-1MN6-3DJR-1CNH PRINTER ADAPTER E 12/11/2024 15.28 001023 I-1PL7-VKVM-WRLW NO PARKING TAPE E 12/11/2024 12.99 001023 I-1PLC-HKKW-1WH1 PLOTTER PAPER E 12/11/2024 29.95 001023 I-1R6W-F4KK-YTLY WOODEN CABLE MGMT BOX E 12/11/2024 34.90 001023 I-1RGL-VY1K-JVVF GINGERBREAD MAN COSTUME E 12/11/2024 29.59 001023 463 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 8 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT I-1RH4-M63G-47FL CABLE MGMT BOX E 12/11/2024 14.79 001023 I-1THY-VGXJ-XR49 ASUS CHROMEBOOK E 12/11/2024 169.99 001023 I-1V3C-P1LC-T9QT CANDYLAND/CRAFTS/TICKETS/CLIPS E 12/11/2024 80.33 001023 I-1VN4-MJCF-NJGT CRAFTS FOR MRS. CLAUS E 12/11/2024 160.95 001023 I-1VVN-GTVW-YWRF PHOTO BOOTH PROPS/PAPER SHREDS E 12/11/2024 39.97 001023 I-1VXV-LGNL-WJPK 4X WIRELESS KEYBOARD/MOUSE E 12/11/2024 106.80 001023 I-1XMD-DCFR-1GLV COTS 24 CHRISTMAS DECOR E 12/11/2024 175.95 001023 I-1XTT-FN3L-3XLN CENTERPIECES - HOLIDAY EVENT E 12/11/2024 40.99 001023 I-1Y7D-GPHJ-T33Y PWRPRBE/TRLR LIGHTS/HEAT GUN E 12/11/2024 208.97 001023 1,760.69 38930 COLUMN SOFTWARE, PBC I-FE201722-0067 PUBLISH ORD 11-20-24 E 12/11/2024 92.56 001024 I-FE201722-0068 PUBLISH ORD 12-17-24 E 12/11/2024 48.56 001024 141.12 00440 BRAZOS ELECTRIC I-52264-RI-001 NOVEMBER 2024 E 12/17/2024 11,952.57 001025 11,952.57 02910 UPPER TRINITY I-W272412 NOV 2024 WATER PURCHASE E 12/17/2024 42,016.39 001026 42,016.39 07630 GREEN, JOSHUA P I-REIMBURSE 12.06.24 REIMBURSE WORK PANTS E 12/17/2024 150.00 001027 150.00 22400 DUNN, REECE I-PER DIEM 12.12.24 PER DIEM 12/2/24 - 12/8/24 E 12/17/2024 300.00 001028 300.00 23760 KEEPITSAFE, LLC. - LIVEVAULT I-INVKUS-48502 SERVER BACKUP SRVC - CITY HALL E 12/17/2024 1,505.58 001029 1,505.58 25590 SCHNEIDER ENGINEERING, LLC I-000000075484 ERCOT TRANS OP NOV 24 E 12/17/2024 5,292.87 001030 I-000000075485 REG SUPPORT SRVCS NOV 24 E 12/17/2024 750.00 001030 6,042.87 32030 GILLIAM INVESTMENTS: DBA: VANG I-62317 CLEANING SRVC 24-25 E 12/17/2024 3,632.00 001031 3,632.00 34490 HALFF ASSOC INC I-10132313 PORTER PARK POND SCOPE E 12/17/2024 9,433.46 001032 9,433.46 36460 KIMLEY-HORN & ASSOCIATES I-29824810 SANGER SUMP 2024 E 12/17/2024 7,295.00 001033 7,295.00 37360 RANGELINE UTILITY SERVICES, LL I-2833 WTR REPAIR @ BOLIVAR/ELM E 12/17/2024 10,400.00 001034 I-2834 HYDRANT @ S.LAND/S.SIDE E 12/17/2024 11,530.00 001034 21,930.00 464 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 9 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 37880 BRIGHTSPEED I-12.10.2024 PHONE 12/10/24 - 01/09/25 E 12/17/2024 320.08 001035 320.08 38390 AMAZON CAPITAL SERVICES, INC. I-14N3-GJVR-3WLV COMPUTER TABLE E 12/17/2024 25.99 001036 I-19K9-JXKG-FQV9 MONTHLY & DAY PLANNERS E 12/17/2024 84.27 001036 I-1CXL-4GHT-34J4 2025 WALL CALENDAR/PEN HOLDER E 12/17/2024 34.87 001036 I-1DCW-WHLR-X7L4 BROOM/SPONGES/DISH BRUSH/HLDR E 12/17/2024 35.10 001036 I-1FDV-XNKF-4XKC ISOPROPYL ALCOHOL E 12/17/2024 35.48 001036 I-1FVH-C6NH-K3J9 JR FICTION TITLE E 12/17/2024 14.99 001036 I-1J4T-VP96-3LGD CANDY FOR SANTA AROUND TOWN E 12/17/2024 194.85 001036 I-1LCJ-PCD1-HL4R CHL TITLES E 12/17/2024 34.68 001036 I-1PKJ-7KG9-YFYT PAPER CLIP HOLDERS E 12/17/2024 9.79 001036 I-1TM7-KFNG-Y1RD PLATES/NAPKINS/FLATWARE E 12/17/2024 49.02 001036 I-1XCM-L39D-W7PT MOUSE PADS E 12/17/2024 6.14 001036 525.18 38930 COLUMN SOFTWARE, PBC I-FE201722-0069 PUBLISH ORD 12-22-24 E 12/17/2024 94.32 001037 I-FE201722-0070 UPDATE COUNCIL DATE PD & REPLT E 12/17/2024 48.56 001037 142.88 39800 JACKSON, KYLE D I-REIMBURSE 12.05.24 BOOT ALLOWANCE KJACKSON E 12/17/2024 185.00 001038 185.00 40050 WSC ENERGY II I-EW381519691554 NOV 24 ELECTRIC PURCHASE E 12/17/2024 303,750.09 001039 303,750.09 40420 ZAVALA, ROBERTO C I-PER DIEM 12.12.24 PER DIEM 12/02/24 - 12/04/24 E 12/17/2024 75.00 001040 75.00 08120 ICMA-RC I-457PY12.27.24 ICMA CITY OF SANGER 457 PLAN E 12/27/2024 1,983.93 001041 1,983.93 25090 KLENKE, LAURA W I-REIMBURSE 12.18.24 LEGO STEM KITS/CRFT FAIR BOOTH E 12/31/2024 869.29 001042 869.29 32330 ONSOLVE, LLC I-15324584 CODE 12/26/24 - 12/25/25 E 12/31/2024 10,692.69 001043 10,692.69 34490 HALFF ASSOC INC I-10132308 ENGINEERING ASST 11/30/24 E 12/31/2024 31,474.70 001044 31,474.70 34770 FIRST STOP HEALTH, LLC I-INV-53822 VIRTUAL PRIMARY CARE JAN 2025 E 12/31/2024 827.70 001045 827.70 465 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 10 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 36460 KIMLEY-HORN & ASSOCIATES I-061322300-1124 PROJECT 061322300-02 E 12/31/2024 18,200.40 001046 I-061322304-1124 PID REVIEW SERVICES E 12/31/2024 3,373.35 001046 I-30139398 SANGER SUMP 2024 E 12/31/2024 15,875.00 001046 37,448.75 37670 CITIBANK, N.A. C-GALLS 11.21.24 RETURN BOOTS TMORTON E 12/31/2024 122.00CR 001047 I-ACP 11.19.24 NEW BUSINESS GUIDES E 12/31/2024 550.00 001047 I-ADOBE 11.09.24 ADOBE SUB MARKETING E 12/31/2024 454.52 001047 I-AWC 11.25.24 SURFACE WATER RWELBORN E 12/31/2024 399.99 001047 I-BAFFC 11.18.24 BAR ASSOCIATION HCOLEMAN E 12/31/2024 125.00 001047 I-BB 11.20.24 BALLONS PRGM SPLY E 12/31/2024 30.27 001047 I-BOOT BARN 11.25.24 4 CARHARTT BIBS E 12/31/2024 431.96 001047 I-BUZZ 11.25.24 PODCAST HOSTING E 12/31/2024 22.00 001047 I-CB 11.23.24 CH THANKSGIVING LUNCH E 12/31/2024 98.49 001047 I-CE 11.04.24 DRINK FOR COUNCIL E 12/31/2024 10.16 001047 I-CE 11.18.24 DRINKS FOR COUNCIL E 12/31/2024 10.16 001047 I-CE 12.02.24 DRINKS FOR COUNCIL E 12/31/2024 10.16 001047 I-COOPER'S 11.12.24 COPY OF PAR MAP E 12/31/2024 112.51 001047 I-CPA 11.26.24 CPA SPD MEMBERSHIP CGRAY E 12/31/2024 100.00 001047 I-CPL 12.02.24 LARGE PRINT BOOKS E 12/31/2024 575.28 001047 I-DCC 11.20.24 PLAT FILINGS E 12/31/2024 117.75 001047 I-DCC 11.27.24 DENTON CO CLERK FILING E 12/31/2024 103.00 001047 I-DCTXDC 11.06.24 DENTON CO. DIST CLERK E 12/31/2024 200.00 001047 I-DCTXDC 11/06/24 DENTON CO. DIST CLERK SRVC FEE E 12/31/2024 4.50 001047 I-DCTXMV 11.13.24 REGISTRATION 50-7948 E 12/31/2024 8.25 001047 I-DCTXMV 11.22.24 REGISTER TITLE 2401 E 12/31/2024 16.75 001047 I-DG 11.12.24 CITY HALL CHRISTMAS DECOR E 12/31/2024 35.00 001047 I-DJBANCO 11.15.24 DJ FOR HOLIDAY EVENT E 12/31/2024 720.30 001047 I-DMN 11.28.24 DALLAS MORNING NEWS SUB JNOBL E 12/31/2024 23.40 001047 I-DMN 11.29.24 DALLAS MORNING NEWS SUB DGREEN E 12/31/2024 30.03 001047 I-DOMINO'S 11.04.24 FOOD FOR COUNCIL E 12/31/2024 64.85 001047 I-DOMINO'S 11.18.24 FOOD FOR COUNCIL E 12/31/2024 64.85 001047 I-DOMINO'S 12.02.24 FOOD FOR COUNCIL E 12/31/2024 61.83 001047 I-DTH 11.14.24 PAR TAGS DENTON TROPHY HOUSE E 12/31/2024 186.30 001047 I-FB 11.03.24 PROMOTE PODCAST/SENTINEL/EVENT E 12/31/2024 268.47 001047 I-FB 11/03/24 PROMOTE COTS 2024 E 12/31/2024 13.77 001047 I-FB 12.03.24 PROMOTE COTS/PARKS/PODCAST E 12/31/2024 213.97 001047 I-FC 11.26.24 SHIPPING - MEDICAL VNDNG MACHN E 12/31/2024 708.00 001047 I-FEDEX 11.19.24 OVERNIGHT CHECK TO 4 IMPRINT E 12/31/2024 47.55 001047 I-FLXSHLD 11.05.24 WINDOW TINT UN2402 E 12/31/2024 299.00 001047 I-GRAMMARLY 11.20.24 ANNUAL GRAMMARLY SUBSCRIPTION E 12/31/2024 1.88 001047 I-GRAMMARLY 11.24.24 ANNUAL GRAMMARLY SUBSCRIPTION E 12/31/2024 1,260.00 001047 I-HAMPTON 11.01.24 HOTEL STAY 10/29/24-11/1/24 CG E 12/31/2024 429.52 001047 I-HAWTHORN 12.02.24 ADDTL HRS FOR SECURITY E 12/31/2024 48.75 001047 I-HAWTHORN 12/02/24 ADDTL HRS FOR SECURITY E 12/31/2024 48.75 001047 I-HD 11.12.24 CAULK GUN/PAINTERS TAPE E 12/31/2024 109.57 001047 I-HD 11.29.24 WORKBENCH FOR PLOTTER E 12/31/2024 298.00 001047 466 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 11 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT I-HL 11.19.24 DECOR FOR HOLIDAY EVENT E 12/31/2024 155.22 001047 I-HS 11.13.24 SANTA FOR HOLIDAY EVENT E 12/31/2024 590.00 001047 I-ICSC 11.12.24 ICSC ANNUAL DUES DGREEN E 12/31/2024 125.00 001047 I-IMLA 11.18.24 IMLA LAW PROF MEMBER HCOLEMAN E 12/31/2024 127.00 001047 I-IMLA 11/18/24 IMLA MUNI MEMBER HCOLEMAN E 12/31/2024 273.00 001047 I-JLG 12.02.24 JF CHL TITLES E 12/31/2024 64.00 001047 I-KIWANIS 11.04.24 KIWANIS CLUB HCOLEMAN E 12/31/2024 555.00 001047 I-KROGER 11.11.24 HARRY POTTER TRIVIA NIGHT E 12/31/2024 12.48 001047 I-MC 11.23.24 MONITOR WALL MOUNT E 12/31/2024 14.99 001047 I-NTE 11.07.24 FOLDING PLATFORM TRUCK E 12/31/2024 34.99 001047 I-PLET 11.14.24 LAW ENFORCEMENT TRNG TREVINO E 12/31/2024 329.00 001047 I-RS 11.09.24 POPCORN MACHINE E 12/31/2024 303.09 001047 I-SACC 11.12.24 FESTIVAL OF TREES E 12/31/2024 250.00 001047 I-SAMS 11.19.24 HOT COCOA PRGM SPLY E 12/31/2024 31.88 001047 I-SC 11.22.24 SHIFT CALENDARS FD E 12/31/2024 257.51 001047 I-TCFP 11.01.24 2 IFSAC CWELBORN E 12/31/2024 61.61 001047 I-TCFP 11.14.24 COMMISSION CERT DPENNINGTON E 12/31/2024 92.28 001047 I-TCFP 11/01/24 CERTIFICATION CPARSONS E 12/31/2024 87.17 001047 I-TCP 11.20.24 TRAINING FOR TMORTON E 12/31/2024 275.00 001047 I-TEEX 11.06.24 TALENT ECOSYS/WRKFRCE DVLPMT E 12/31/2024 920.00 001047 I-TEEX 11/06/24 INNOVATION/ENTREP STRATEGIES E 12/31/2024 920.00 001047 I-TFMA 11.18.24 TFMA MEMBERSHIP RHAMMONDS E 12/31/2024 50.00 001047 I-TMCA 11.07.24 TMCA DUE KEDWARDS E 12/31/2024 125.00 001047 I-TMCEC 11.04.24 PROSECUTOR SEMINAR HCOLEMAN E 12/31/2024 634.06 001047 I-TMOBILE 11.11.24 HOTSPOT SERVICE E 12/31/2024 281.26 001047 I-TPCA 11.14.24 TRAINING FOR BBUTTRAM E 12/31/2024 1,060.00 001047 I-TPCA 11/14/24 TRAINING FOR BBUTTRAM E 12/31/2024 910.00 001047 I-TR 11.25.24 TREUTERS ONLINE SOFTWARE SUB E 12/31/2024 252.47 001047 I-TRAPS 12.02.24 TRAPS SUSTAINABILITY SESSION E 12/31/2024 25.00 001047 I-TSC 11.26.24 JACKETS FOR STREETS STAFF E 12/31/2024 203.98 001047 I-TWU 11.11.24 UTILITY MANAGEMENT RWELBORN E 12/31/2024 495.00 001047 I-TX.GOV 11.13.24 SERVICE FEE 50-7948 E 12/31/2024 2.00 001047 I-TX.GOV 11.22.24 SERVICE FEE 2401 E 12/31/2024 2.00 001047 I-UC 11.06.24 HOT COCOA WITH CITY MNGR E 12/31/2024 32.40 001047 I-UNCLE'S 11.30.24 FUEL FOR JLEWIS E 12/31/2024 41.01 001047 I-USPS 11.13.24 MAILED PKG FOR TCHEEK E 12/31/2024 5.85 001047 I-VORTEX 11.22.24 WEATHER INS - COTS 2024 E 12/31/2024 1,027.00 001047 I-WM 11.07.24 BLEACH LEAVES PRGM SPLY E 12/31/2024 20.57 001047 I-ZOOM 11.24.24 ZOOM MONTHLY SUB ECO DEV E 12/31/2024 115.99 001047 I-ZOOM 11.28.24 ZOOM SUBSCRIPTION HR E 12/31/2024 17.05 001047 I-ZOOM 11/26/24 ZOOM SUBSCRIPTION COUNCIL E 12/31/2024 130.80 001047 I-ZORO 11.14.24 SIKABOND POLY ADHESIVE E 12/31/2024 246.96 001047 19,350.16 467 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 12 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 37890 PRUETT, STEVEN T I-PER DIEM 12.16.24 PER DIEM BALLISTIC SHIELD E 12/31/2024 100.00 001048 100.00 38390 AMAZON CAPITAL SERVICES, INC. C-1KYN-9KYY-3L3G CHL TITLE E 12/31/2024 9.94CR 001049 C-1LF1-T9KJ-G4C6 RTN PRINTER ADAPTER E 12/31/2024 15.28CR 001049 I-1F76-FYJ9-JTD7 DATE STAMP/POCKET MAGNET FOLDE E 12/31/2024 45.49 001049 I-1GMC-W9L4-HY7V PICTURE FRAME E 12/31/2024 14.70 001049 I-1LKK-XNPC-KW9J CHRISTMAS STOCKINGS E 12/31/2024 24.97 001049 I-1QFC-133C-LK73 METAL HOOKS E 12/31/2024 15.74 001049 I-1V4H-F43F-FK1C HEADGEAR SAFEY HELMETS E 12/31/2024 139.41 001049 I-1YTC-6VCQ-4HCT ALCOHOL PADS FIRST AID KIT E 12/31/2024 4.49 001049 I-1YTC-6VCQ-4TKW TOWELS,TISSUES,BROTHER LABELS E 12/31/2024 58.00 001049 277.58 40420 ZAVALA, ROBERTO C I-REIMB 12.11.24 MILEAGE REIMBURSEMENT E 12/31/2024 163.20 001050 163.20 41200 GALLION, ANDREW E I-REIMBURSE 11.22.24 DL RENEWAL E 12/31/2024 73.00 001051 I-REIMBURSE 12.14.24 BOOTS E 12/31/2024 185.00 001051 258.00 41340 AERZEN RENTAL USA LLC I-RPI24-00897 DVO38 RENTAL BLOWER E 12/31/2024 16,455.00 001052 16,455.00 41450 KRISTUFEK, CHRISTOPHER J I-PER DIEM 12.09.24 PER DIEM 12/09/24 - 12/11/24 E 12/31/2024 75.00 001053 75.00 00200 ADAMS EXTERMINATING CO. I-1159369 PEST CONTROL SRVC 24-25 R 12/03/2024 40.00 086925 I-1159370 PEST CONTROL SRVC 24-25 R 12/03/2024 40.00 086925 80.00 34990 AERZEN USA CORP I-SEPI-24-006291 TURBO/PD BLOWERS R 12/03/2024 660.94 086926 660.94 09600 AFLAC C-034803 AFLAC ROUNDING R 12/03/2024 0.06CR 086927 I-AFKPY 11.01.202 INSURANCE R 12/03/2024 150.92 086927 I-AFKPY11.15.2024 INSURANCE R 12/03/2024 150.92 086927 I-AFLPY 11.01.202 INSURANCE R 12/03/2024 614.67 086927 I-AFLPY11.15.2024 INSURANCE R 12/03/2024 614.67 086927 1,531.12 25940 ALAN PLUMMER ASSOCIATES, INC I-59348 ENGINEERING SERVICES R 12/03/2024 29,157.50 086928 29,157.50 468 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 13 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 1 ALLEN CHICK I-REFUND 11.22.24 RFND CHRCH DPST R 12/03/2024 250.00 086929 250.00 33900 APSCO, INC I-S1478996.001 RDCR/CPLNG/GASKETS R 12/03/2024 2,439.50 086930 2,439.50 37370 AQUA METRIC SALES COMPANY I-INV0104916 ELECTRIC METERS R 12/03/2024 3,352.32 086931 3,352.32 25610 AUSTIN LANE TECHNOLOGIES, INC I-202066 CONFIGURE/DEPLOY PC TVARNER R 12/03/2024 450.00 086932 450.00 33050 BLUE MOON SPORTSWEAR INC I-82481 2X WORKRITE PANTS DWISIAN R 12/03/2024 348.10 086933 348.10 31670 BOOT BARN I-148333 BOOT ALLOWANCE MGENTLE R 12/03/2024 135.30 086934 135.30 00420 BOUND TREE MEDICAL, LLC I-85553919 EMS MEDICAL SUPPLIES R 12/03/2024 245.49 086935 245.49 17820 C & K PAINT & BODY I-11-13-24 ALIGN RIGHT REAR DOOR UN08 R 12/03/2024 65.00 086936 65.00 40860 COWSER TIRE & SERVICE I-1-GS632959 2 TIRES - R671 R 12/03/2024 760.00 086937 760.00 26090 D & L FEEDS INC I-4577/6 6X SURRENDER ACEPHATE 75SP 1# R 12/03/2024 107.94 086938 107.94 00710 DATA BUSINESS FORMS, INC. I-127983 ENVELOPES R 12/03/2024 354.60 086939 354.60 08460 DELL COMPUTERS, LLP I-10781788421 LARGE FORMAT PRINTER R 12/03/2024 2,266.02 086940 2,266.02 35470 DURAN PHOTOGRAPHY I-2159 SANTA PHOTOS @ HOLIDAY PARTY R 12/03/2024 800.00 086941 800.00 33890 EDP BEST PRACTICES, LLC I-062-2024-11-25 TOM THUMB INCENTIVE AGRMT R 12/03/2024 540.00 086942 I-062-2024-11-25 B GROCER RESEARCH R 12/03/2024 1,200.00 086942 1,740.00 469 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 14 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 41250 EMERALD CITY MANAGEMENT, LLC I-32710 LIMELIGHT BAND FF25 R 12/03/2024 8,000.00 086943 8,000.00 41310 EVENTS AT HAWTHORN HILLS RANCH I-50957-000451 20 ADDITIONAL GUESTS R 12/03/2024 790.00 086944 790.00 36340 FAMILY FIRST AUTO CARE I-8824 STATE INSPECTION 50-7948 R 12/03/2024 25.50 086945 I-8825 OIL CHANGE 50-5311 R 12/03/2024 82.81 086945 I-8912 FUEL FILTER 30-7639 R 12/03/2024 262.97 086945 371.28 40850 FELD FIRE I-FF64307 TOOLS - NEW LADDER TRUCK R 12/03/2024 11,303.91 086946 11,303.91 23820 FERGUSON ENTERPRISES, LLC I-1537813 NITRILE GLOVES R 12/03/2024 81.12 086947 81.12 18790 FUELMAN I-NP67470048 FUEL 11/18/24 - 11/24/24 R 12/03/2024 3,044.39 086948 I-NP67533365 FUEL 11/25/24 - 12/01/24 R 12/03/2024 1,861.51 086948 4,905.90 01070 GALLS INC. I-029525365 SHIRT/UNDERVEST BZAVALA R 12/03/2024 159.90 086949 159.90 28820 GLENN POLK AUTOPLEX INC I-C4CS875436 RPLC BATTERIES/RELAY UN08 R 12/03/2024 993.31 086950 I-C4CS875475 RPLC BATTERIES/RELAY UN12 R 12/03/2024 993.31 086950 1,986.62 37220 HOLIDAY INN EXPRESS & SUITES D I-3Q24 H.O.T. GRANT PAYMENT 3Q24 R 12/03/2024 17,957.21 086951 17,957.21 40880 KARL KLEMENT CHRYSLER DODGE JE I-CHCS40355 RPLC FRNT HUBS R671 R 12/03/2024 2,738.10 086952 2,738.10 32640 LLOYD GOSSELINK ROCHELLE & TOW I-97555089 BALLFIELD PERMITTING 10/31/24 R 12/03/2024 9,945.36 086953 9,945.36 35260 LONE STAR TRACTOR & EQUIPMENT I-003794 72" BRUSH CUTTER R 12/03/2024 7,460.00 086954 7,460.00 16970 LONGHORN, INC. I-S4699154.001 TT UNIONS R 12/03/2024 148.28 086955 148.28 470 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 15 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 01570 LOWE'S COMPANIES, INC. I-74627 DRILL & BITS R 12/03/2024 113.03 086956 113.03 28240 MARTINEZ BROTHERS CONCRETE AND I-2494 CITY CONCRETE PROJECTS R 12/03/2024 2,600.00 086957 I-2495 CITY CONCRETE PROJECTS R 12/03/2024 2,995.00 086957 5,595.00 38050 MASS NOTIFICATION SERVICE INC I-0000565-IN REPAIR EARLY WARNING SIRENS R 12/03/2024 1,925.00 086958 1,925.00 32980 MCCAIN'S OVERHEAD DOOR & GATE I-27554236 GATE SRVC @ 212 RAILROAD WTR R 12/03/2024 434.50 086959 434.50 29030 MCCREARY, VESELKA, BRAGG & ALL I-295156 OCT 24 WARRANT COLLECTION R 12/03/2024 497.40 086960 I-295507 UB COLLECTION FEES R 12/03/2024 56.66 086960 554.06 08690 O'REILLY AUTO PARTS C-1959-194378 CORE RETURN R 12/03/2024 22.00CR 086961 I-1959-193723 HEADLIGHT UN08 R 12/03/2024 49.29 086961 I-1959-193724 2X WIPER BLADES R 12/03/2024 25.58 086961 I-1959-194108 GREASE/SHOPTOWEL/GREASEGUN R 12/03/2024 136.88 086961 I-1959-194189 2X HYD FLUID R 12/03/2024 169.98 086961 I-1959-194377 BATTERY/CORE/FEE R 12/03/2024 161.45 086961 I-1959-194570 BATTERY/CORE/FEE R 12/03/2024 137.95 086961 I-1959-195636 P/S FLUID R 12/03/2024 9.99 086961 I-1959-195846 2 BATTERIES UN07 R 12/03/2024 428.58 086961 I-1959-197484 OIL FILTER/OIL/WASH BRUSH R 12/03/2024 46.21 086961 1,143.91 02970 OFFICE DEPOT I-394686301001 CHAIRMAT R 12/03/2024 79.99 086962 79.99 34500 P3WORKS LLC I-0014409 DIST FORMATION/SAP PREP R 12/03/2024 4,016.25 086963 4,016.25 32870 SAM'S CLUB/SYNCHRONY BANK I-11.07.2024 HOLIDAY PARTY ITEMS R 12/03/2024 193.80 086964 I-11.14.2024 WATER R 12/03/2024 34.27 086964 I-11.19.24 ITEM FOR HOLIDAY EVENT R 12/03/2024 24.28 086964 I-WM 11.19.2024 ITEMS FOR HOLIDAY EVENT R 12/03/2024 75.66 086964 I-WM 11.19.24 ITEMS FOR HOLIDAY EVENT R 12/03/2024 383.92 086964 711.93 25020 SANGER HARDWARE I-4566 CONNECTR 7POLE BLADE R 12/03/2024 13.99 086965 I-4573 FASTENERS R 12/03/2024 1.44 086965 I-4575 FASTENERS R 12/03/2024 1.89 086965 I-4600 5X KEY CUTS/Y-11 RED COLORPLUS R 12/03/2024 30.93 086965 I-4602 ADJ FILL VALVE BLACK R 12/03/2024 9.99 086965 471 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 16 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT I-4609 MITRE SAW/HACKSAW R 12/03/2024 19.98 086965 I-4616 BITS/IMPACT R 12/03/2024 191.58 086965 I-4621 HITCH PIN&CLP R 12/03/2024 7.59 086965 I-4627 TORCH/OUTLET/SAW R 12/03/2024 108.97 086965 I-4635 PAINT PAIL LINERS R 12/03/2024 6.99 086965 I-4637 2X CAPS GALV 2" R 12/03/2024 13.98 086965 I-4647 RATCHT/SCKT SET R 12/03/2024 89.98 086965 I-4648 FASTENERS R 12/03/2024 27.00 086965 I-4649 SCKT ADAPTER R 12/03/2024 13.99 086965 I-4650 PIN FOR WRENCH R 12/03/2024 3.99 086965 I-4653 TRAILER CONNECTOR R 12/03/2024 22.99 086965 I-4663 CONTACT TIP/PULL UTILITY R 12/03/2024 16.98 086965 582.26 16240 SCHAD & PULTE I-23286 MEDICAL OXYGEN R 12/03/2024 30.00 086967 30.00 34980 SHAMROCK EQUIPMENT SERVICES, L I-8151 HYDRAULIC OIL/REPACK CYLINDER R 12/03/2024 716.87 086968 716.87 10470 SIDDONS MARTIN EMERGENCY GROUP I-304-0000020568 REPAIRS FOR ENGINE 672 R 12/03/2024 2,702.75 086969 2,702.75 38480 SSCW CORPORATE OFFICE LLC I-SANG102024 CAR WASHES OCT 2024 R 12/03/2024 96.00 086970 96.00 26340 STOLZ TELECOM I-INV-004854 SPKR MIC TSM4 TMORTON R 12/03/2024 144.30 086971 144.30 39730 STOP STICK, LTD. I-0035446-IN 10X 12' STOP STICK KIT R 12/03/2024 5,849.40 086972 5,849.40 11900 TARRANT COUNTY COLLEGE I-NW130307 ROPES CLASS FOR 3 MEMBERS R 12/03/2024 1,155.00 086973 1,155.00 02690 TECHLINE, INC. I-1579660-00 4/0 QUAD OH CABLE R 12/03/2024 4,752.00 086974 4,752.00 02680 TEXAS POLICE CHIEFS ASSOC I-7557 TPCA MEMBERSHIP RENEWAL TCHEEK R 12/03/2024 390.00 086975 390.00 34220 UNIFIRST CORPORATION I-2900119276 MATS - CITY HALL R 12/03/2024 17.36 086976 I-2900119277 UNIFORMS R 12/03/2024 37.05 086976 I-2900119278 UNIFORMS R 12/03/2024 20.72 086976 I-2900119279 UNIFORMS R 12/03/2024 18.42 086976 I-2900119280 MATS - PW R 12/03/2024 11.81 086976 105.36 472 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 17 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 11430 USABLUEBOOK I-INV00532695 HACH DPD 10 ML SAMPLES R 12/03/2024 261.56 086977 261.56 36780 WIMMER CONCRETE LLC I-969 SACK CONCRETE R 12/03/2024 825.00 086978 825.00 1 AUI PARTNERS I-000202412020354 US REFUND R 12/03/2024 964.41 086979 964.41 1 BENAVIDES, ALYSSA I-000202412020347 US REFUND R 12/03/2024 113.94 086980 113.94 1 CASAS, ISRAEL I-000202412020348 US REFUND R 12/03/2024 18.04 086981 18.04 1 GREEN, TAMI I-000202412020346 US REFUND R 12/03/2024 265.58 086982 265.58 1 KUNDROCK, CHRISTOPHE I-000202412020349 US REFUND R 12/03/2024 33.86 086983 33.86 1 LARA, IVAN I I-000202412020350 US REFUND R 12/03/2024 21.10 086984 21.10 1 TAYLOR, TROY I-000202412020351 US REFUND R 12/03/2024 21.23 086985 21.23 1 TGC CUSTOM HOMES, LL I-000202412020355 US REFUND R 12/03/2024 575.65 086986 575.65 1 TGC CUSTOM HOMES, LL I-000202412020356 US REFUND R 12/03/2024 310.91 086987 310.91 1 TURKEY CREEK HDD I-000202412020353 US REFUND R 12/03/2024 596.36 086988 596.36 1 VASQUEZ, JANNET I-000202412020352 US REFUND R 12/03/2024 23.96 086989 23.96 00600 CITY OF SANGER I-12.02.2024 INCREASE COURT CASH DRAWERS R 12/04/2024 Reissue 086990 200.00 14470 UNITED WAY I-UN PY 12.13.24 DONATIONS R 12/13/2024 5.00 086991 5.00 473 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 18 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 15830 SANGER EDUCATION FOUNDATION IN I-SGFPY 12.13.24 FOUNDATION-ISD R 12/13/2024 2.50 086992 2.50 33300 HSA BANK I-HSAPY 12.13.24 HSA R 12/13/2024 1,821.66 086993 1,821.66 34990 AERZEN USA CORP I-SEPI-24-006318 TURBO/PD BLOWERS R 12/11/2024 1,368.00 086994 1,368.00 37580 ALAMO TRANSFORMER SUPPLY COMPA I-450221 SAND/REPAINT TRANSFORMERS R 12/11/2024 2,217.00 086995 I-450222 SAND/REPAINT TRANSFORMERS R 12/11/2024 4,434.00 086995 6,651.00 33900 APSCO, INC I-S1464014.002 NUTS/COUPLING/CURB STOP R 12/11/2024 163.22 086996 I-S1472908.003 RESTOCK MATERIALS R 12/11/2024 47.58 086996 210.80 00420 BOUND TREE MEDICAL, LLC I-85563313 EMS MEDICAL SUPPLIES R 12/11/2024 795.78 086997 795.78 40690 BROWN & HOFMEISTER, L.L.P. I-0625-001-50523 LEGAL SERVICES R 12/11/2024 3,932.20 086998 3,932.20 00590 CITY OF DENTON I-11/15/2024 WATER BACTERIOLOGICAL TESTING R 12/11/2024 200.00 086999 200.00 33370 CJA ENTERPRISES LLP I-17771 26.89 TONS CUSHION SAND R 12/11/2024 309.24 087000 309.24 36390 CLOWN AROUND PARTY RENTAL I-12698 RIDES/SLIDES FF 2025 R 12/11/2024 6,037.50 087001 6,037.50 00800 COSERV ELECTRIC I-NOV 2024 NOV 24 ELECTRIC R 12/11/2024 3,892.38 087002 3,892.38 25730 DATAPROSE, LLC I-DP2405575 NOV 2024 LATE/STMT/OTHER R 12/11/2024 1,560.18 087003 1,560.18 41360 DETECTACHEM, INC. I-INV16946 MOBILEDETECT KITS R 12/11/2024 405.76 087004 405.76 35470 DURAN PHOTOGRAPHY I-2155 MAYOR VIDEO OCT 24 R 12/11/2024 475.00 087005 I-2157 MONTHLY PODCAST NOV 2024 R 12/11/2024 400.00 087005 I-2158 CITY MANAGER VIDEO NOV 2024 R 12/11/2024 550.00 087005 I-2163 MAYOR VIDEO DEC 24 R 12/11/2024 475.00 087005 1,900.00 474 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 19 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 36340 FAMILY FIRST AUTO CARE I-9054 TRACE 2 BLOWN FUSES LP1556711 R 12/11/2024 91.11 087006 91.11 23820 FERGUSON ENTERPRISES, LLC I-1541929 6X G COUPLING R 12/11/2024 409.62 087007 409.62 18790 FUELMAN I-NP67574915 FUEL 12/02/24 - 12/08/24 R 12/11/2024 2,554.69 087008 2,554.69 01070 GALLS INC. I-029581162 DUTY BOOTS TPRUETT R 12/11/2024 166.45 087009 166.45 25560 GARY DILL BACKHOE SERVICE I-2895 WTR/SWR LINE @ NEW STATN R 12/11/2024 12,000.00 087010 12,000.00 32640 LLOYD GOSSELINK ROCHELLE & TOW I-97555052 WASTEWATER COMPLIANCE 10/31/24 R 12/11/2024 1,950.00 087011 1,950.00 36990 NORTEX COMMUNICATIONS COMPANY I-10973094 INTERNET & PHONE DEC 24 R 12/11/2024 5,611.76 087012 5,611.76 38510 NORTH TEXAS FIVE STAR EVENTS, I-230012582 40X BARRICADES FF25 R 12/11/2024 381.20 087013 381.20 26670 NORTH TEXAS LIBRARY CONSORTIUM I-2025-07 NTLC ANNUAL MEMBERSHIP 2025 R 12/11/2024 2,500.00 087014 2,500.00 08870 NORTHERN TOOL/BLUETARP FINANCI I-5679-567902-65145 SOCKETS/SCREWDRIVER/WRENCH R 12/11/2024 127.95 087015 I-5679-567903-39036 2X INS BIB OVERLL R 12/11/2024 174.98 087015 302.93 02970 OFFICE DEPOT C-395968505001 CREDIT OCT 24 WTR SRVC CH R 12/11/2024 54.25CR 087016 I-393092517001 COPY PAPER R 12/11/2024 45.99 087016 I-393139762001 CUPS/TISSUE/CUTLERY/K-CUPS R 12/11/2024 90.63 087016 I-395676470001 FLASH DRIVES R 12/11/2024 53.89 087016 I-395694738001 POLY FOLDERS R 12/11/2024 17.85 087016 I-396225560001 NOV 24 WTR SRVC FD R 12/11/2024 70.00 087016 I-397025185001 NOV 24 WTR SRVC CH R 12/11/2024 49.00 087016 I-398231650001 NOV 24 WTR SRVC PW R 12/11/2024 11.25 087016 I-398232767001 NOV 24 WTR SRVC MC R 12/11/2024 17.50 087016 I-398233826001 NOV 24 WTR SRVC PD R 12/11/2024 17.50 087016 I-398234511001 NOV 24 WTR SRVC WW R 12/11/2024 12.50 087016 I-398235327001 NOV 24 WTR SRVC ST R 12/11/2024 12.25 087016 344.11 475 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 20 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 33820 POWER-D UTILITY SERVICES, LLC I-2413 I-35 ELECTRIC RELOCATION R 12/11/2024 1,300.00 087017 1,300.00 31880 RANDY'S TOWING AND RECOVERY SE I-24-09826 MOVING BLOWER @ WWTP R 12/11/2024 250.00 087018 250.00 36840 REPUBLIC SERVICES #615 I-0615-002208477 BRUSH COLLECTION SRVCS R 12/11/2024 1,591.33 087019 1,591.33 12820 RICOH USA, INC I-108770873 EQPMNT LSE 12/12/24 - 01/11/25 R 12/11/2024 914.00 087020 914.00 36150 ROY WARREN LUNT I-241204 CHRISTMAS PAINT DEV SRVCS R 12/11/2024 200.00 087021 200.00 25020 SANGER HARDWARE I-4618 LOCKWSHR/HX NT/HX CP R 12/11/2024 44.57 087022 I-4680 PIPE INSLTN/NEW KEY CUT R 12/11/2024 65.46 087022 I-4681 SLIDELOCK KEYRING R 12/11/2024 8.59 087022 I-4687 CLEAR CAULK R 12/11/2024 27.98 087022 I-4688 FLEX TAPE R 12/11/2024 16.99 087022 I-4693 EXT CORD/SHVL RD/SHVL SQR R 12/11/2024 110.95 087022 I-4694 EXT CORD 3-OUTLET R 12/11/2024 14.99 087022 I-4703 TRUFUEL R 12/11/2024 120.93 087022 I-4706 ROPE CLIP/WIRE ROPE/U-POST/CHN R 12/11/2024 99.36 087022 I-4709 CHAIN R 12/11/2024 123.75 087022 I-4710 U-POST R 12/11/2024 13.98 087022 I-4711 CABLETIES R 12/11/2024 9.99 087022 I-4712 ROPE/MLW PH BIT R 12/11/2024 27.97 087022 I-4713 U-POST/FH PHL/FASTENERS/ROPE R 12/11/2024 101.82 087022 I-4715 ADAPTR/ROPE CLIP R 12/11/2024 6.57 087022 I-4717 TARP STRAP/TOWER HEATER R 12/11/2024 157.16 087022 951.06 18620 STERICYCLE, INC. I-8009019360 MEDICAL WASTE R 12/11/2024 278.40 087024 278.40 26900 SUNMOUNT PAVING COMPANY I-68002147-6250-24 EZ STREET COLD MIX R 12/11/2024 1,538.40 087025 1,538.40 02690 TECHLINE, INC. I-1578366-02 NEW STATION ELECTRICAL R 12/11/2024 1,797.00 087026 I-1580202-00 LUBRICANT/COUPLING R 12/11/2024 336.72 087026 I-1580202-01 COUPLING R 12/11/2024 279.00 087026 I-3134306-00 MISC. TOOLS R 12/11/2024 12,875.95 087026 15,288.67 476 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 21 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 06930 TEXAS ELECTRIC COOPERATIVES I-11/15/2024 SAFETY CLASSES 2025 R 12/11/2024 6,229.00 087027 6,229.00 25500 TEXAS MUNICIPAL LEAGUE I-12/01/2024 LIABILITY DEDUCTIBLE TXDOT R 12/11/2024 2,500.00 087028 2,500.00 34220 UNIFIRST CORPORATION I-2900120289 MATS - CITY HALL R 12/11/2024 17.36 087029 I-2900120290 UNIFORMS R 12/11/2024 37.05 087029 I-2900120291 UNIFORMS R 12/11/2024 20.72 087029 I-2900120292 UNIFORMS R 12/11/2024 18.42 087029 I-2900120293 MATS - PW R 12/11/2024 11.81 087029 105.36 38160 WILSON MCCLAIN PLUMBING I-1191122 UNSTOP BATHROOM @ FIRE DEPT R 12/11/2024 145.00 087030 I-1191348 FIX TOILET @ 502 ELM ST R 12/11/2024 180.00 087030 325.00 41320 WINSUPPLY COOKE COUNTY TX I-453718 01 PVC REPAIR COUPLING R 12/11/2024 10.52 087031 10.52 40810 ZODIAC POOLS & OUTDOOR LIVING I-1402 POOL SERVICE NOV 2024 R 12/11/2024 175.00 087032 175.00 41400 ACTON SEPTIC INC. I-24-120509 AEROBIC SERVICE @ RILEY RANCH R 12/17/2024 225.00 087033 225.00 00200 ADAMS EXTERMINATING CO. I-1159371 PEST CONTROL SRVC 24-25 R 12/17/2024 40.00 087034 I-1166593 PEST CONTROL SRVC 24-25 R 12/17/2024 40.00 087034 I-1166594 PEST CONTROL SRVC 24-25 R 12/17/2024 40.00 087034 120.00 41370 AMANZI PARTY RENTALS, LLC I-7917 FF 25 SLIDE/BULL/STAFF R 12/17/2024 3,790.50 087035 3,790.50 08580 AMIGOS LIBRARY SERVICES I-516943 TEXPRESS COURIER SERVICE R 12/17/2024 2,251.00 087036 2,251.00 33900 APSCO, INC I-S1464014.004 NUTS/COUPLING/CURB STOP R 12/17/2024 343.29 087037 I-S1472908.002 RESTOCK MATERIALS R 12/17/2024 130.92 087037 I-S1475356.002 3X THREAD GATE VALVE R 12/17/2024 1,469.01 087037 1,943.22 02460 AT&T MOBILITY I-12152024 CELL PHONE 11/08/24 - 12/07/24 R 12/17/2024 2,372.94 087038 2,372.94 477 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 22 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 01550 ATMOS ENERGY I-12/12/2024 GAS 11/02/24 - 12/02/24 R 12/17/2024 1,359.49 087039 1,359.49 25610 AUSTIN LANE TECHNOLOGIES, INC I-202109 NETWORK MAINTENANCE DEC 24 R 12/17/2024 11,522.00 087040 11,522.00 30650 BAKER & TAYLOR, LLC I-5019233714 JUNIOR TITLE R 12/17/2024 10.51 087041 10.51 33050 BLUE MOON SPORTSWEAR INC I-82975 FR SHIRTS W/ LOGO R 12/17/2024 1,933.50 087042 1,933.50 31670 BOOT BARN I-151985 BOOT ALLOWANCE WVANHOOSE R 12/17/2024 143.99 087043 143.99 00420 BOUND TREE MEDICAL, LLC I-85572813 EMS SUPPLIES R 12/17/2024 247.75 087044 I-85576421 EMS SUPPLIES R 12/17/2024 681.35 087044 929.10 23880 BUREAU VERITAS NORTH AMERICA, I-RI 24052137 BACK-UP INSPECTIONS R 12/17/2024 1,336.52 087045 I-RI 24052138 NEW REVIEW 4203 BACCARAT LN R 12/17/2024 150.00 087045 I-RI 24052139 NEW REVIEW 4213 BACCARAT LN R 12/17/2024 150.00 087045 I-RI 24052140 COMMERCIAL REVIEW PAPA DS R 12/17/2024 152.59 087045 I-RI 24052141 NEW REVIEW 4712 ELITE DR R 12/17/2024 150.00 087045 1,939.11 26350 C & G ELECTRIC, INC I-44588 TROUBLESHOOT POWER TO WELL R 12/17/2024 450.00 087046 450.00 39710 CLARKADAMSON, LLC I-0016 FY 24-25 CONSULTING FEES R 12/17/2024 2,375.00 087047 2,375.00 36390 CLOWN AROUND PARTY RENTAL I-12480 COTS EVENT RENTALS R 12/17/2024 4,475.00 087048 4,475.00 23620 COTE'S MECHANICAL I-32220 ICE MACHINE RENTAL DEC 2024 R 12/17/2024 626.00 087049 626.00 28180 D&D COMMERCIAL LANDSCAPE MANAG I-37939 2025 MOWING CONTRACT R 12/17/2024 11,754.04 087050 11,754.04 00740 DCAD I-10274 2025 DCAD LOCAL SUPPORT R 12/17/2024 16,576.76 087051 16,576.76 478 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 23 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 13300 DENTON SAND & GRAVEL I-34179 3X 8YD LOADS TOPSOIL R 12/17/2024 648.00 087052 I-34197 6X 10YD LOADS TOPSOIL R 12/17/2024 1,620.00 087052 2,268.00 35470 DURAN PHOTOGRAPHY I-2164 SPOTLIGHT VIDEO PROD 4A/4B R 12/17/2024 975.00 087053 975.00 28150 ENDERBY GAS I-1484606 30#/40# PROPANE REFILL R 12/17/2024 60.00 087054 60.00 34360 ENVIRONMENTAL MONITORING LABOR I-24110115 CBOD/TSS/NH3N/TRIP CHARGE R 12/17/2024 1,760.00 087055 1,760.00 36860 EXTRA PACKAGING LLC I-134027 50X 20YD DUMPSTER LINER R 12/17/2024 1,780.25 087056 1,780.25 36340 FAMILY FIRST AUTO CARE I-9075 CHANGE BRAKE PADS UN05 R 12/17/2024 921.81 087057 I-9166 OIL CHANGE UN2401 R 12/17/2024 76.50 087057 998.31 31340 FIRST CHECK APPLICANT SCREENIN I-25183 8X PRE-EMP/VOL BGC R 12/17/2024 178.45 087058 178.45 18790 FUELMAN I-NP67601884 FUEL 12/09/24 - 12/15/24 R 12/17/2024 2,797.86 087059 2,797.86 01070 GALLS INC. I-029619678 MENS L/S SHIRT CKRISTUFEK R 12/17/2024 51.80 087060 I-029699938 UNDERVEST BZAVALA R 12/17/2024 136.52 087060 188.32 28820 GLENN POLK AUTOPLEX INC I-DOCS556717 REPAIRS TO M672 R 12/17/2024 862.60 087061 862.60 41180 GLOBAL PUMP SOLUTIONS, LLC I-SAJ1575A-963 LIFT STATION WELDING R 12/17/2024 6,500.00 087062 I-SAJ1575A-963 B SANGER LS WELD BUYBOARD#672-22 R 12/17/2024 1,300.00 087062 7,800.00 1 HEATH WORLEY I-REFUND 12.09.24 REFUND DEPOSIT R 12/17/2024 200.00 087063 200.00 35940 INTERNATIONAL INSTITUTE OF MUN I-11/21/2024 IIMC MASTER MUNICIPAL CLERK R 12/17/2024 195.00 087064 195.00 479 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 24 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 01320 J.L. MATTHEWS CO., INC. I-102250 40KV VLTG PRXMTY MTR R 12/17/2024 1,305.46 087065 I-102932 HARD HATS W/ SUN SHADES R 12/17/2024 366.45 087065 1,671.91 20860 KSA ENGINEERS I-ARIV1011173 LEAD & COPPER INVENTORY R 12/17/2024 10,390.00 087066 I-ARIV1011395 PROJECT 103153 R 12/17/2024 17,027.00 087066 27,417.00 08210 KWIK KAR I-08101-10659 OIL CHANGE UN18 R 12/17/2024 129.95 087067 I-08101-10682 OIL CHANGE UN03 R 12/17/2024 129.95 087067 259.90 25060 LEMONS PUBLICATIONS INC I-12248 FULL PAGE AD NOV 2024 R 12/17/2024 750.00 087068 750.00 01570 LOWE'S COMPANIES, INC. I-83960 BATTERY/SAWS R 12/17/2024 131.54 087069 131.54 37170 LOWELL W ADAMS PHD AND ASSOCIA I-121024PS PYSCH EVAL PSANDOR R 12/17/2024 180.00 087070 I-12924JC PSYCH EVAL JCOMPTON R 12/17/2024 180.00 087070 360.00 29030 MCCREARY, VESELKA, BRAGG & ALL I-295858 UB COLLECTION FEES R 12/17/2024 96.00 087071 96.00 27040 METRO FIRE APPARATUS SPECIALIS I-INV-03-21727 PRIMING PUMP FOR R671 R 12/17/2024 139.87 087072 139.87 08870 NORTHERN TOOL/BLUETARP FINANCI I-5679-567902-68796 5X HIS VIS BOMBER JKT R 12/17/2024 249.95 087073 249.95 08690 O'REILLY AUTO PARTS C-1959-178225 UNIT #8 CORE RETURN R 12/17/2024 8.00CR 087074 C-1959-196382 RTN BRAKE PADS/ROTORS R 12/17/2024 407.16CR 087074 I-1959--187586 CLANT RESRVR R 12/17/2024 50.91 087074 I-1959-173875 UNIT#18 PLASTIC PNT R 12/17/2024 12.99 087074 I-1959-176891 UNIT#8 COMPRESS/CORE/AC R 12/17/2024 331.99 087074 I-1959-182536 UNIT#18 OIL & OIL FILTER R 12/17/2024 55.75 087074 I-1959-184326 HYD FLUID R 12/17/2024 169.98 087074 I-1959-188635 UNIT#16 HEATER HOSE/CORE R 12/17/2024 192.47 087074 I-1959-196289 BRAKE PADS/ROTORS R 12/17/2024 407.16 087074 I-1959-198875 SCUFF PADS E671 R 12/17/2024 6.01 087074 I-1959-199006 P/SFLUID M671 R 12/17/2024 5.84 087074 I-1959-200390 BATTERY/CORE/FEE/BULBS UN16 R 12/17/2024 190.92 087074 1,008.86 480 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 25 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 02970 OFFICE DEPOT I-394966493001 HAND SOAPS R 12/17/2024 27.56 087075 I-398361622001 COPY PAPER R 12/17/2024 275.04 087075 302.60 19200 PATHMARK TRAFFIC PRODUCTS OF T I-21873 ACKER ST SIGNS/CHLDRN @ PLAY R 12/17/2024 401.50 087076 401.50 36840 REPUBLIC SERVICES #615 I-0615-002208708 SLUDGE PICKUP R 12/17/2024 9,071.74 087077 9,071.74 36840 REPUBLIC SERVICES #615 I-0615-002213339 SOLID WASTE NOV 2024 R 12/17/2024 91,985.00 087078 91,985.00 12820 RICOH USA, INC I-5070549388 SRVC CONTRACT DEC 2024 R 12/17/2024 451.00 087079 451.00 24810 RLC CONTROLS, INC I-11093 SRVC CALL TO WELLS 8 & 6 R 12/17/2024 1,395.00 087080 1,395.00 32870 SAM'S CLUB/SYNCHRONY BANK I-12.03.2024 WATER BOTTLES/SNACKS R 12/17/2024 88.31 087081 I-12.04.2024 BAGS/TISSUE PAPER/HOLIDAY ITEM R 12/17/2024 119.76 087081 I-12.05.2024 HOLIDAY EVENT ITEMS R 12/17/2024 23.26 087081 I-12.11.2024 STAFF SNACKS/STRG BINS R 12/17/2024 292.32 087081 523.65 25020 SANGER HARDWARE I-4640 PVC NIPPLE/SCRW/STRAP/NUT/TAPE R 12/17/2024 268.19 087082 I-4674 COUPLING/BUSHING R 12/17/2024 14.17 087082 I-4705 PEX/CLAMP/ELBW/SAWBLADE R 12/17/2024 102.94 087082 I-4724 PLASTIC BUCKETS R 12/17/2024 85.67 087082 I-4725 9V BATTS/STUD FINDER R 12/17/2024 54.97 087082 I-4734 PHILLIP SCREW DRIVER R 12/17/2024 10.49 087082 I-4739 PIPE WRAP R 12/17/2024 25.98 087082 I-4763 ROPE/PIPE/CPLNG/CMNT&PRMR/COVR R 12/17/2024 276.56 087082 838.97 16240 SCHAD & PULTE I-156108 SMALL ACETYLENE R 12/17/2024 32.00 087083 I-156111 OXYGEN CYLINDERS R 12/17/2024 8.00 087083 I-23450 MEDICAL OXYGEN R 12/17/2024 23.00 087083 63.00 29190 STITCHIN' AND MORE CUSTOM GRAP I-2988 EMBROIDERED POLOS ADMIN (6) R 12/17/2024 180.00 087084 180.00 481 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 26 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 11030 TEXAS COMMISSION ON ENVIRONMEN I-PHS0221731 FY25 WATER SYSTEM FEE R 12/17/2024 9,138.50 087085 9,138.50 41270 TECH SAVVY OPTICS I-449 21X BALLISTIC HELMETS R 12/17/2024 10,395.00 087086 10,395.00 05350 TEXAS EXCAVATION SAFETY SYST I-24-21207 MESSAGE FEES NOV 2024 R 12/17/2024 205.85 087087 205.85 36360 THE BULOT COMPANY LLC I-000646 SWAT CERT COURSE RDUNN R 12/17/2024 749.00 087088 749.00 19260 TYLER TECHNOLOGIES I-025-487489 UB ONLINE DEC 2024 R 12/17/2024 110.00 087089 110.00 34220 UNIFIRST CORPORATION I-2900121419 MATS - CH R 12/17/2024 17.36 087090 I-2900121420 UNIFORMS R 12/17/2024 45.75 087090 I-2900121421 UNIFORMS R 12/17/2024 20.72 087090 I-2900121422 UNIFORMS R 12/17/2024 18.42 087090 I-2900121423 MATS - PW R 12/17/2024 11.81 087090 I-2900122697 MATS - CH R 12/17/2024 17.36 087090 I-2900122698 UNIFORMS R 12/17/2024 37.05 087090 I-2900122699 UNIFORMS R 12/17/2024 41.78 087090 I-2900122700 UNIFORMS R 12/17/2024 18.42 087090 I-2900122701 MATS - PW R 12/17/2024 11.81 087090 240.48 04870 VFIS OF TEXAS/WINSTAR INSURANC I-15656 ACCIDENT/SICKNESS 24-25 R 12/17/2024 10,535.00 087091 10,535.00 09550 WATER TECH, INC. I-152048 12X CHLORINE CYLINDERS R 12/17/2024 2,460.00 087092 2,460.00 41170 ZONE INDUSTRIES, LLC I-60011352 CHANGE SEAL R 12/17/2024 1,550.00 087093 1,550.00 1 BLOOMFIELD HOMES I-000202412160365 US REFUND R 12/17/2024 626.88 087094 626.88 1 BLOOMFIELD HOMES I-000202412160366 US REFUND R 12/17/2024 448.57 087095 448.57 1 BLOOMFIELD HOMES I-000202412160367 US REFUND R 12/17/2024 411.90 087096 411.90 482 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 27 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 1 GONZALES, TRISTON I-000202412160357 US REFUND R 12/17/2024 145.46 087097 145.46 1 HABITAT FOR HUMANITY I-000202412160363 US REFUND R 12/17/2024 382.78 087098 382.78 1 HILLIS, GREGORY I-000202412160364 US REFUND R 12/17/2024 63.59 087099 63.59 1 ROLLINS, ANGIE I-000202412160362 US REFUND R 12/17/2024 52.64 087100 52.64 1 SPRINGER PROPERTIES I-000202412160359 US REFUND R 12/17/2024 19.41 087101 19.41 1 WALLAR, LOGAN I-000202412160358 US REFUND R 12/17/2024 49.55 087102 49.55 1 WHISENHUNT, ALICIA I-000202412160361 US REFUND R 12/17/2024 13.08 087103 13.08 1 WINCZEWSKI, DANIELLE I-000202412160360 US REFUND R 12/17/2024 47.85 087104 47.85 14470 UNITED WAY I-UN PY12.27.24 DONATIONS R 12/27/2024 5.00 087105 5.00 15830 SANGER EDUCATION FOUNDATION IN I-SGFPY12.27.24 FOUNDATION-ISD R 12/27/2024 2.50 087106 2.50 33300 HSA BANK I-HSAPY12.27.24 HSA R 12/27/2024 1,821.66 087107 1,821.66 * * T O T A L S * * NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT REGULAR CHECKS: 181 494,414.47 0.00 494,614.47 HAND CHECKS: 0 0.00 0.00 0.00 DRAFTS: 10 394,017.18 0.00 393,817.18 EFT: 42 604,747.95 0.00 604,747.95 NON CHECKS: 0 0.00 0.00 0.00 VOID CHECKS: 1 VOID DEBITS 200.00 VOID CREDITS 400.00CR 200.00CR 0.00 TOTAL ERRORS: 0 483 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 28 VENDOR SET: 99 City of Sanger BANK: POOL POOLED CASH ACCOUNT DATE RANGE:12/01/2024 THRU 12/31/2024 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT NO INVOICE AMOUNT DISCOUNTS CHECK AMOUNT VENDOR SET: 99 BANK: POOL TOTALS: 234 1,492,979.60 0.00 1,493,179.60 BANK: POOL TOTALS: 234 1,492,979.60 0.00 1,493,179.60 REPORT TOTALS: 235 1,493,053.26 0.00 1,493,253.26 484 Item 25. 1/07/2025 4:10 PM A/P HISTORY CHECK REPORT PAGE: 29 SELECTION CRITERIA ------------------------------------------------------------------------------------------------------------------------------------ VENDOR SET: 99-AP VENDOR SET VENDOR: ALL BANK CODES: All FUNDS: All ------------------------------------------------------------------------------------------------------------------------------------ CHECK SELECTION CHECK RANGE: 000000 THRU 999999 DATE RANGE: 12/01/2024 THRU 12/31/2024 CHECK AMOUNT RANGE: 0.00 THRU 999,999,999.99 INCLUDE ALL VOIDS: YES ------------------------------------------------------------------------------------------------------------------------------------ PRINT OPTIONS SEQUENCE: CHECK NUMBER PRINT TRANSACTIONS: YES PRINT G/L: NO UNPOSTED ONLY: NO EXCLUDE UNPOSTED: NO MANUAL ONLY: NO STUB COMMENTS: NO REPORT FOOTER: NO CHECK STATUS: NO PRINT STATUS: * - All ------------------------------------------------------------------------------------------------------------------------------------ 485 Item 25.