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HomeMy WebLinkAbout02/18/2025-CC-Agenda Packet-RegularCITY COUNCIL MEETING AGENDA FEBRUARY 18, 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 EXECUTIVE SESSION Pursuant to the Open Meetings Act, Chapter 551, the City Council Will Meet in a Closed Executive Session in Accordance with the Texas Government Code: Section 551.074. PERSONNEL MATTERS For deliberations regarding the appointment, employment, evaluation, reassignment, duties, discipline or dismissal of a public officer or employee. - City Attorney RECONVENE INTO WORK SESSION Reconvene into the Work Session. Any action deemed necessary as a result of Executive Session will be taken during the Regular Session. 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. 1 REPORTS Staff Reports are for discussion only. No action may be taken on items listed under this portion of the agenda. 1. Annual presentation and overview of library department operations. CONSENT AGENDA All items on the Consent Agenda will be acted upon by one vote without being discussed separately unless requested by a Councilmember to remove the item(s) for additional discussion. Any items removed from the Consent Agenda will be taken up for individual consideration. 2. Consideration and possible action on the minutes from the February 3, 2025, meeting. 3. Consideration and possible action to purchase 90 Water Meters and Smart Point Radios from Aqua Metric for a total cost of $55,705.50, utilizing Houston-Galveston Area Council (H-GAC). 4. Consideration and possible action on authorizing staff to issue Invitation to Bid for additional blower at the Sanger Wastewater Treatment Plant. 5. 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. 6. Consideration and possible action on FM 455/I-35 aesthetics relating to the construction and mounting of City Seals authorizing the City Manager to execute the Texas Department of Transportation Change Order Third Party Funding Notification in the amount of $327,533.64. 7. Consideration and possible action on the Final Plat of the Belz Road Retail Addition Phase 1 – Multi-Family, being 17.33 acres described as HENRY TIERWESTER SURVEY, ABSTRACT NO. 1241, BLOCK A, LOT 3, located in the City of Sanger and generally located on the west side of North Stemmons Frwy at the intersection of West Chapman Dr and North Stemmons Frwy. 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. 2 INFORMATIONAL ITEMS Information Items are for informational purposes only. No action may be taken on items listed under this portion of the agenda. 8. Republic Collection Reports - July | August | September 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 551.074. PERSONNEL MATTERS For deliberations regarding the appointment, employment, evaluation, reassignment, duties, discipline or dismissal of a public officer or employee. - City Attorney RECONVENE INTO REGULAR SESSION Reconvene into Regular Session and take any action deemed necessary as a result of Executive Session. ADJOURN NOTE: The City Council reserves the right to adjourn into Executive Session as authorized by Texas Government Code, Section 551.001, et seq. (The Texas Open Meetings Act) on any item on its open meeting agenda in accordance with the Texas Open Meetings Act, including, without limitation Sections 551.071-551.087 of the Texas Open Meetings Act. CERTIFICATION I certify that a copy of this meeting notice was posted on the bulletin board at City Hall that is readily accessible to the general public at all times and was posted on the City of Sanger website on February 12, 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. 3 CITY COUNCIL COMMUNICATION DATE: 2/18/2025 FROM: Laura Klenke, Library Director AGENDA ITEM: Annual presentation and overview of library department operations. SUMMARY:  Annual presentation and overview of library department operations. FISCAL INFORMATION: Budgeted: YES/NO Amount: $0.00 GL Account: XXX.XX.XXXX RECOMMENDED MOTION OR ACTION: ATTACHMENTS: 4 Item 1. CITY COUNCIL COMMUNICATION DATE: February 18, 2025 FROM: Kelly Edwards, City Secretary AGENDA ITEM: Consideration and possible action on the minutes from the February 3, 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 February 3, 2025. ATTACHMENTS: City Council minutes 5 Item 2. City Council Minutes 02-03-2025 Page 1 of 9 CITY COUNCIL MEETING MINUTES 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 Mayor Muir called the work session 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 5 Victor Gann COUNCILMEMBERS ABSENT Councilmember, Place 4 Allen Chick STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, City Attorney Hugh Coleman, Controller Danielle Stanford, and Police Chief Tyson Cheek. 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. Jon Watson, with BrooksWatson & Co., provided a presentation and overview of the financial audit. Discussion ensued regarding the utilization of ARPA funds, transfers, adjustments, and rotating the auditing team. 6 Item 2. City Council Minutes 02-03-2025 Page 2 of 9 OVERVIEW OF ITEMS ON THE REGULAR AGENDA Discussion ensued regarding Items 11 & 12 to make minor adjustments. Discussion ensued regarding Items 5 & 6 as to any agreement revisions. Discussion ensued regarding Item 10, in which the City Manager provided an overview of the amendment. Discussion ensued regarding the recommendation to deny the plat action items due to comments not being satisfied. ADJOURN THE WORK SESSION There being no further business, Mayor Muir adjourned the work session at 6:47 p.m. CALL THE REGULAR MEETING TO ORDER AND ESTABLISH A QUORUM Mayor Muir called the regular meeting to order at 7:02 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 5 Victor Gann COUNCILMEMBERS ABSENT Councilmember, Place 4 Allen Chick STAFF MEMBERS PRESENT: City Manager John Noblitt, City Secretary Kelly Edwards, City Attorney Hugh Coleman, Director of Development Services Ramie Hammonds, Director of Public Works Jim Bolz, Parks & Recreation Director Ryan Nolting, Director of Economic Development Shani Bradshaw, Municipal Court Administrator Angelica Tobis, and Police Chief Tyson Cheek. INVOCATION AND PLEDGE Councilmember Dillon gave the Invocation. The Pledge of Allegiance was led by Councilmember Barrett. 7 Item 2. City Council Minutes 02-03-2025 Page 3 of 9 CITIZENS COMMENTS No one addressed the Council. SPECIAL PRESENTATIONS AND ANNOUNCEMENTS 2. Employee Recognition and Appreciation. Mayor Muir read the Certificate of Appreciation given to Mrs. Shani Bradshaw, extending the Council’s personal gratitude and sincere appreciation for your tireless efforts working with Randall’s Food and Drugs, LP, to bring Tom Thumb Grocery to the City of Sanger. Councilmember Bilyeu presented Mrs. Bradshaw with a mounted shovel from the groundbreaking ceremony. CONSENT AGENDA 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. 8 Item 2. City Council Minutes 02-03-2025 Page 4 of 9 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. Mayor Muir requests Items 11 and 12 be removed from the consent agenda. Motion to approve Items 3-10 and Item 13 made by Councilmember Bilyeu, Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Dillon, and Gann. Nays: None Motion passed unanimously. Items 11 and 12 revisions were discussed and clarified. Motion to approve both Items 11 and 12, as discussed, made by Councilmember Dillon, Seconded by Councilmember Gann. Ayes: Barrett, Bilyeu, Dillon, and Gann. Nays: None Motion passed unanimously. 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. Mayor Muir opened the public hearing at 7:13 p.m. Director Hammonds provided an overview of the item, the housing mix, outstanding comments, and stating that staff and Planning & Zoning recommend denial of the request. Mayor Muir closed the public hearing at 7:16 p.m. 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. 9 Item 2. City Council Minutes 02-03-2025 Page 5 of 9 Discussion ensued regarding denying the request and the fact that there must be substantial changes before returning to the City Council. Motion to deny made by Councilmember Bilyeu, Seconded by Councilmember Gann. Ayes: Barrett, Bilyeu, Dillon, and Gann. Nays: None Motion passed unanimously. 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. Director Hammonds provided an overview stating that all the comments were not satisfied. Motion to deny made by Councilmember Bilyeu, Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Dillon, and Gann. Nays: None Motion passed unanimously. 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. Director Hammonds provided an overview stating that all the comments were not satisfied. Motion to deny made by Councilmember Bilyeu due to comments not being satisfied, Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Dillon, and Gann. Nays: None Motion passed unanimously. 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. Director Hammonds provided an overview stating that all the comments were not satisfied. Motion to deny made by Councilmember Dillon, Seconded by Councilmember Gann. Ayes: Barrett, Bilyeu, Dillon, and Gann. 10 Item 2. City Council Minutes 02-03-2025 Page 6 of 9 Nays: None Motion passed unanimously. 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. Director Hammonds provided an overview stating that all the comments were not satisfied. Motion to deny made by Councilmember Barrett due to comments not being satisfied, Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Dillon, and Gann. Nays: None Motion passed unanimously. 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. Director Hammonds provided an overview stating that all the comments were not satisfied. Discussion ensued regarding the completion of the construction and drainage comments. Motion to deny made by Councilmember Dillon due to comments not being satisfied, Seconded by Councilmember Gann. Ayes: Barrett, Bilyeu, Dillon, and Gann. Nays: None Motion passed unanimously. 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. Director Nolting provided an overview and timeline of the project. Jacob Hays, Halff Associates, provided a presentation and overview of the project, the completion of the project plans, and the pond rehabilitation being included in the Porter Park Phase II project. Discussion ensued regarding ongoing monitoring of the pond and the deduction from the Task Order. Motion to approve made by Councilmember Bilyeu, Seconded by Councilmember Dillon. Ayes: Barrett, Bilyeu, Dillon, and Gann. 11 Item 2. City Council Minutes 02-03-2025 Page 7 of 9 Nays: None Motion passed unanimously. 12 Item 2. City Council Minutes 02-03-2025 Page 8 of 9 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. Director Bolz provided an overview of the Change Order and the total costs of the project. Discussion ensued regarding the costs being reimbursable. Motion to approve made by Councilmember Bilyeu, Seconded by Councilmember Gann. Ayes: Barrett, Bilyeu, Dillon, and Gann. Nays: None Motion passed unanimously. FUTURE AGENDA ITEMS Councilmember Bilyeu mentioned future items of discussion for work sessions prior to the Council retreat. INFORMATIONAL ITEMS 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 13 Item 2. City Council Minutes 02-03-2025 Page 9 of 9 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 Council convened into executive session at 8:03 p.m. RECONVENE INTO REGULAR SESSION Council reconvened into open session at 8:41 p.m. No action taken. ADJOURN There being no further business, Mayor Muir adjourned the meeting at 8:41 p.m. _______________________________ Thomas E. Muir, Mayor ______________________________ Kelly Edwards, City Secretary 14 Item 2. Sales Quote QT00011956 January 24, 2025 Aqua-Metric Sales Company Kelsey VanCleave 16914 Alamo Pkwy Bldg 2 | SELMA, TX 78154-1492 Phone: (210) 967-6300 | Facsimile: (210) 967-6305 (940) 458-930 Sanger, TX 762660017 PO BOX 1729 City of Sanger Email: Phone: Address: Attention: Quote for: City, State, Zip: Line TotalUnit PriceQuantityDescription 90 EA 450.53 40,547.70ALLY30TR3/4" S Ally TR/PL 8 WHL USG 90 EA 168.42 15,157.80MXU520MSPMXU 520 M SINGLE PORT T/C 0.00Sales Tax 55,705.50Subtotal 55,705.50 This quote for the product and services named above is subject to the following terms: 1. All quotes are subject to the Aqua -Metric Terms of Sales. 2. Quote is valid for thirty days. 3. If modifications in materials, labor or processing are required to meet new regulations, the pricing submitted herein is subject to immediate change. 4. Freight allowed on single Sensus orders exceeding $80,000.00. 5. Net Thirty Days to Pay. 6. Returned product may be subject to a 25% restocking fee 7. Sales Tax and/or Freight charges are approximated and may vary on final invoice. Total Page 1 of 2Proprietary and Confidential 15 Item 3. Sales Quote QT00011956 January 24, 2025 Page 2 of 2Proprietary and Confidential 16 Item 3. Sales Quote QT00011956 January 24, 2025 Page 1 of 1Proprietary and Confidential 17 Item 3. Sales Quote QT00011956 January 24, 2025 Page 1 of 1Proprietary and Confidential 18 Item 3. Jim Grillo Sensus a Xylem brand Central Region, Director of Sales 612-867-3283 jim.grillo@xylem.com January 15, 2025 To Whom It May Concern: Sensus is pleased to announce that Aqua-Metric of Selma, TX is the exclusive Authorized Distributor of Sensus products and Value-Added Reseller (VAR) for Sensus Services such as SaaS in the states of Texas and Louisiana. Please contact Aqua-Metric for all of your Sensus needs. Purchasing Sensus products and services from the authorized distributor for your area ensures that your products will be properly supported and warranted. We look forward to the opportunity of providing your firm with quality water measurement equipment, solutions and support in the near future. Please feel free to contact me at jim.grillo@xylem.com regarding this or any other matter. Sincerely James C. Grillo Central Region, Director of Sales Sensus, a Xylem brand 19 Item 3. CITY COUNCIL COMMUNICATION DATE: February 18, 2025 FROM: Jim Bolz, Director of Public Works AGENDA ITEM: Consideration and possible action to purchase 90 Water Meters and Smart Point Radios from Aqua Metric for a total cost of $55,705.50, utilizing Houston- Galveston Area Council (H-GAC). SUMMARY:  This purchase is for 90 residential meters and radios, with additional purchases anticipated in the future to meet ongoing needs.  The purchase will be made through the Houston-Galveston Area Council (H-GAC) cooperative, ensuring competitive pricing. A sole source letter has been provided, confirming Aqua Metric as the exclusive provider for these specific meters. FISCAL INFORMATION: Budgeted: YES Amount: $55,705.50 GL Account: 50-5372 RECOMMENDED MOTION OR ACTION:  Staff recommends approval ATTACHMENTS:  Aqua Metric Quote  Aqua Metric Sole Source Letter 20 Item 3. CITY COUNCIL COMMUNICATION DATE: February 18, 2025 FROM: Jim Bolz, Director of Public Works AGENDA ITEM: Consideration and possible action on authorizing staff to issue Invitation to Bid for additional blower at the Sanger Wastewater Treatment Plant. SUMMARY:  The Sanger Wastewater Treatment Plan project involves the addition of a new turbo blower, control panel, and related accessories.  An additional blower is required by TCEQ to meet the requirements needed for our final discharge permit limits of 1.86 MGD.  Bids for the project will be accepted until 2:00 PM on March 18, 2025, at Sanger City Hall. Bids will be publicly opened and read aloud immediately after the deadline. FISCAL INFORMATION: Budgeted: Amount: $ GL Account: RECOMMENDED MOTION OR ACTION:  Staff recommends approval ATTACHMENTS:  City of Sanger Invitation to Bid 21 Item 4. PLUMMER ASSOCIATES, INC. 00 11 16 - PAGE 1 OF 2 REIVEW SET 1416-010-01 INVITATION TO BID SEPTEMBER 2024 SECTION 00 11 16 INVITATION TO BID Notice Notice is hereby given that the City of Sanger, Texas (OWNER) will receive sealed Bids at Sanger City Hall until 2:00 pm local time on Tuesday, March 18, 2025, for construction of: Sanger Wastewater Treatment Plant Additional Blower Bids will be immediately opened and read aloud publicly following the close of the Bid Period. Any Bid received after closing time will be returned unopened. Proposals may be modified or withdrawn at any time prior to the time set for opening Bids. This project includes, but is not limited to, addition of new turbo blower with control panel, controls, electrical feed and miscellaneous accessories for a fully operational new turbo blower at the Sanger Wastewater Treatment Plant. The contract document including specifications and plans will be available at www.CivCastUSA.com, posted by end of day on Thursday, February 20, 2025. Bidders must register on this website in order to view and/or download specifications and plans for this project. There is NO charge to view or download documents. If there are any questions concerning the specifications, or other bid documents or any part thereof, questions must be submitted by noon on Thursday, March 13, 2025, through the www.CivCastUSA.com Q&A portal. Questions Regarding Bid Process or Bid Documents Bidder should submit questions regarding the design of the project on CivCastUSA.com. However, bidders may direct questions regarding the project to Jeffrey E. Caffey, P.E., with Plummer Associates, Inc. by email to jcaffey@plummer.com. Prebid Conference One non-mandatory prebid conference will be held at the Sanger WWTP at 300 Jones Street, Sanger, Texas on Tuesday, March 4, 2025, at 2:00 p.m. followed by a plant walk-through. Bid Requirements Proposals shall be accompanied by either a Bid Bond from a surety satisfying the requirements specified below for the Performance Bond, Payment Bond and any other bonds set forth in the Contract Documents, or certified check upon a national or state bank in an amount not less than 5 percent (5%) of the total maximum bid price, payable without recourse to the City of Sanger, TX as a guarantee that the Bidder will within ten (10) days after Notice of Award enter into a Contract and furnish a Performance Bond, Payment Bond and any other bonds set forth in the Contract Documents upon the forms provided, each in the amount of 100 percent (100%) of the Contract price, from a surety licensed to conduct business in the state where the Project is located and named in the current list of "Surety Companies Acceptable on Federal Bonds" as published in Circular 570 (amended) by the Audit Staff Bureau of Accounts, U.S. Treasury Department. The surety shall have an "A" minimum rating of performance and a financial rating strength of five times the Contract price, all as stated in current "Best's Key Rating Guide, Property -Liability." Each Bond shall 22 Item 4. PLUMMER ASSOCIATES, INC. 00 11 16 - PAGE 2 OF 2 REIVEW SET 1416-010-01 INVITATION TO BID SEPTEMBER 2024 be accompanied by a "Power of Attorney" authorizing the attorney-in-fact to bind the surety and shall be certified to include the date of the Bond. Attention is called to the fact that there must be paid on this Project not less than the minimum rate of wages for each classification of workman required on the Project, as set forth in the Contract Documents. The City of Sanger reserves the right to reject any or all bids and accept or reject any formalities. Award shall be made to the lowest responsive, responsible bidder; however, the City of Sanger reserves the right, after evaluation of all bids received, to make no recommendation to its City Council regarding the award of any bid in the event non-responsive, non-conforming, or otherwise unacceptable bids are received, or if budgetary constraints or other unanticipated factors exist. No bid may be withdrawn until the expiration of sixty (60) days from the date bids are opened. CITY OF SANGER, TEXAS By: Mr. Thomas Muir OFFICIAL ADVERTISEMENT First Pub.: Title: City Mayor Second Pub.: END OF SECTION 23 Item 4. CITY COUNCIL COMMUNICATION DATE: February 18, 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 on 1-13-25 FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Final Plat Application Letter of Intent 24 Item 5. Denton County Landmark Map Esri Community Maps Contributors, Texas Parks & Wildlife, © OpenStreetMap, Microsoft, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS Legend Notes 0 500 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 25 Item 5. 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 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 20' 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' 17.68' 26.0' 10 . 0 0 ' DRAINAGE EASEMENT (SEE PAGE 2) DRAINAGE EASEMENT (SEE PAGE 2) DRAINAGE EASEMENT (BY SEPARATE INSTRUMENT) 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' 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' 172.36' 182.36' 36.12' 26.11'10.00' 10.00' 51 . 8 3 ' 10.00' 6.46'3.79'L=6.32' 9.42' 10.00' L40 L41 L42 L43 60.01' 194.92' 94 . 5 2 ' 95 . 5 0 ' L 4 4 L 4 5 21.21' 12.75' 21.21' 12.75' 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 FINAL PLAT SHEET 1 OF 2 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 SURVEYOR SPOONER AND ASSOCIATES, INC. 309 BYERS STREET, #100 EULESS, TEXAS 76039 (817) 685-8448 ATTN: ERIC SPOONER, RPLS CIRS * 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. 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 S00°22'44"W S00°19'26"W 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 S00°22'44"W S44°37'16"E S89°37'16"E S00°22'44"W N00°22'44"E S89°37'16"E S89°37'16"E S44°37'16"E S00°22'44"W S00°22'44"W S00°22'44"W S89°37'16"E N88°50'16"W DISTANCE 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 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 RADIUS 20.00 30.00 50.00 80.00 50.00 20.00 40.00 40.00 40.00 10.00 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 LENGTH 31.84' 14.35' 23.92' 21.57' 12.44' 31.00' 38.94' 38.94' 63.33' 15.39' 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' 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 N46°16'47"E S44°37'16"E S08°06'06"W S08°41'42"W S45°58'20"W N44°37'16"W N25°18'21"E N36°36'14"E N56°40'23"E S45°08'45"E S44°49'26"W S59°05'35"E S00°22'44"W S59°51'38"W N43°43'13"W CH LENGTH 28.58' 14.21' 23.69' 21.50' 12.41' 27.99' 37.42' 37.42' 56.92' 13.92' 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' County Clerk's Recording Box 1/20/2025 L44 L45 N44°37'16"W S44°37'16"E 76.32' 46.32' IN T E R S E C T I O N O F I - 3 5 A N D CH I S A M R D . B E A R S NO R T H 1 , 5 0 0 ' 26 Item 5. 27 Item 5. 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 28 Item 5. CITY COUNCIL COMMUNICATION DATE: February 18, 2025 FROM: Ramie Hammonds, Director of Development Services AGENDA ITEM: Consideration and possible action on FM 455/I-35 aesthetics relating to the construction and mounting of City Seals authorizing the City Manager to execute the Texas Department of Transportation Change Order Third Party Funding Notification in the amount of $327,533.64. SUMMARY:  This agreement is for the approved lighted seals that are to be placed at the FM 455 and I-35 intersection.  TxDOT will have the seals constructed and mounted with the construction of the bridge area.  The seals will be backlit.  This was part of Project No. 514301 Addendum No. 6. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Agreement Seal Designs 29 Item 6. District: 18-Dallas Contractor:Webber Project: C 195-2-76, ETC. Highway: IH35, ETC. CO #:CCSJ: 0195-02-076, ETC. TEXAS DEPARTMENT OF TRANSPORTATION Change Order Third Party Funding Notification Sheet This form is used when the subject change order involves funding by a source other than TxDOT/U.S. DOT, and involves third parties who are providing funding under an Advanced Funding Agreement or Donation Agreement. 1. Outside funding provided by: City of Sanger (Outside Entity's Legal Name) 2. Type of outside funding agreement for this change: Existing Amended New (Check one) 3. Indicate the type and amount of funding: Fixed Price (Lump Sum) Actual Cost (Estimated Amount) (a) Contract Items (Value):$ $284,490.26 (b) E&C*: (a)x %15.13 =$ $43,043.38 $ $327,533.64 enter % TOTAL (a)+(b): Third Party Notifications: I hereby acknowledge notification of the modifications covered by this Change Order. Title: Form 2146-AFA (Rev 10/24) Page 1 of 1 * The percentage (%) value for E&C (Engineering and Contingencies) can be obtained from TxDOTConnect. Within the CSJ > under Funding and Estimate > Estimated Cost > Project Cost Details > use the Total Contingency percentage shown. Funding for this Change Order has been arranged by: County: Denton Contract #: 06223601 Date: Third Party Representative Signature Name: Area EngineerTitle:Amanda MillerName: TxDOT Representative Signature 1/31/2025Date: For questions about this form, please contact CST-ConstructionSupport@txdot.gov 30 Item 6. City of Sanger SITE IDENTIFICATION Halo Illuminated Wall Sign City of Sanger 502 Elm Street - Sanger, TX M. Mele 4 / 11 / 23 - C US MAK -- -- - - - - - - A B C E G D F H - - - - - - PK 2300134 SURVEY AND DRAWING UPDATES REQUIRED FACE LAYOUT - TEXAS STAR MADALLION CABINET Scale: 3/8” = 1’- 0” 11’-0” 11 ’ - 0 ” 1 0 ” SIDE VIEW Scale: 3/8” = 1’- 0” SECTION VIEW Scale: 3/8” = 1’- 0” 2” Stand-off 3” 10 1/4" 1'-3 1/2"1’-3 1/2” 1’ - 3 1 / 2 ” 7’ - 6 ” 1' - 3 1 / 2 " 10 ” 8” 1” Outside Border 1” Inside Border 8 1/2” 4 3/8” 1’-9 1/4” Color Schedule Background Panel Face Behind Star Tan - Color to be determined Border Dark Brown - Color to be determined Paint Specifications Star & 1” Border Akzo Nobel 316 D4 Metallic Gold Vinyl Specifications Routed Letter Faces & State ‘Texas’ Printed Tan Vinyl - Color to be determined Routed Letters w/ printed vinyl applied to 1st surface - SEE Color Schedule. Routed Letters backed w/ 3/16”#2406 White acrylic Routed .125 Aluminum face Note: Provide weep holes @ bottom of cabinet & star as required (2) Required White LED Illumination 2” Aluminum stand-off sleeve 3” Date Numerals & Surround Match PMS 100% Black Note: Date numerals & surround to be flat cut out from 1/4” aluminum plate stud mounted flush to aluminum background. Both to have a painted Black Finish. White LED Illumination Flat .125 Aluminum face of 2” deep background panel Brake formed aluminum star to have a painted Metallic Silver Finish. Star to have a 2” stand-off from aluminum background panel. 2” Stand-off sleeves to have a painted finish matching the background color. 3/16” White #2447 polycarbate back. Brake formed aluminum star to have a painted Metallic Silver Finish. Star to have a 2” stand-off from aluminum background w/ halo illumination. Border & return to be painted Metallic Silver - SEE Color Schedule. Return to be painted Metallic Silver - SEE Color Schedule. Routed State w/ printed vinyl applied to 1st surface - SEE Color Schedule. GENERAL SPECIFICATIONS: Fabricated free form aluminum cabinet w/ halo lit back & star. Copy & states to be routed from an aluminum face & backed w/ White acrylic w/ printed vinyl applied to 1st surface - SEE Color Schedule. The star & copy surround to be mounted to a 2” deep background panel w/ a 2” stand-off, panel to be mounted flush to wall w/ mounting angles. Entire cabinet to have an painted finish matching the colors shown. Illumination to be provided by White LED’s per manufacturing specifications. Cabinet to be mounted flush on a concrete retaining wall. Type of wall anchors will be determined by site conditions. Note: UL labels must be visible at all times by UL standards and local city requirements. 2” Background Panel 7” 2” Mounting angle w/ wall anchor 3/16” White #2447 polycarbate back. Routed .125 Aluminum face of background panel 3” 2” Fabricated .125 aluminum background panel mounted flush to wall. Panel face & returns painted Tan - SEE Color Schedule. Inside return to be painted Metallic Silver - SEE Color Schedule. 31 Item 6. City of Sanger SITE IDENTIFICATION Halo Illuminated Wall Sign City of Sanger 502 Elm Street - Sanger, TX M. Mele 4 / 11 / 23 - C US MAK -- -- - - - - - - A B C E G D F H - - - - - - PK 2300134A SURVEY AND DRAWING UPDATES REQUIRED FACE LAYOUT - TEXAS STATE MEDALLION CABINET Scale: 3/8” = 1’- 0” 11’-0” 11 ’ - 0 ” SIDE VIEW Scale: 3/8” = 1’- 0” SECTION VIEW Scale: 3/8” = 1’- 0” 2” Stand-off 3” 1’-3 1/2” 2” Stand-off Color Schedule Background Panel Face Behind State Tan - Color to be determined Border & State ‘Texas’ Dark Brown - Color to be determined Paint Specifications Vinyl Specifications Routed Letter Faces Printed Tan Vinyl - Color to be determined Routed Letters w/ printed vinyl applied to 1st surface & White border - SEE Color Schedule.Routed Letters backed w/ 3/16”#2406 White acrylic Routed .125 Aluminum face Note: Provide weep holes @ bottom of cabinet & star as required (2) Required White LED Illumination White LED Illumination Brake formed aluminum state to have a painted Dark Brown Finish. State to have a 2” stand-off from aluminum background panel. 2” Stand-off sleeves to have a painted finish matching the background color. 3/16” White #2447 polycarbate back. Brake formed aluminum state to have a painted Dark Brown Finish - SEE Color Schedule. State to have a 2” stand-off from aluminum background w/ halo illumination. Return to be painted Dark Brown - SEE Color Schedule. Star to be routed from the aluminum background & backed w/ translucent White acrylic. Star to illuminate White @ night. GENERAL SPECIFICATIONS: Fabricated free form aluminum cabinet w/ halo lit back & star. Copy & states to be routed from an aluminum face & backed w/ White acrylic w/ printed vinyl applied to 1st surface - SEE Color Schedule. The state & surround to be mounted to a 2” deep background panel w/ a 2” stand-off. Entire cabinet to have an painted finish matching the colors shown. Illumination to be provided by White LED’s per manufacturing specifications. Cabinet to be mounted flush on a concrete retaining wall. Type of wall anchors will be determined by site conditions. Note: UL labels must be visible at all times by UL standards and local city requirements. 7' - 7 1 / 4 " 8’-0 1/8” 1 0 ” 1'-2 5/8" 10 3/8" Routed Face & return to be painted Dark Brown - SEE Color Schedule. 1’ - 3 1 / 2 ” 3” 2” Aluminum stand-off sleeve Mounting angle w/ wall anchor 3/16” White #2447 polycarbate back. Routed .125 Aluminum face of background panel 2” Flat .125 Aluminum face of 2” deep background panel 3” Return to be painted Tan - SEE Color Schedule. 32 Item 6. City of Sanger SITE IDENTIFICATION Halo Illuminated Wall Signs Night Views City of Sanger 502 Elm Street - Sanger, TX M. Mele 4 / 11 / 23 - C US MAK -- -- - - - - - - A B C E G D F H - - - - - - PK 2300134B TEXAS STAR MEDALLION CABINET - NIGHT VIEW TEXAS STATE MEDALLION CABINET - NIGHT VIEW 33 Item 6. City of Sanger SITE IDENTIFICATION Proposed Sign Locations City of Sanger 502 Elm Street - Sanger, TX M. Mele 4 / 11 / 23 - C US MAK Revised placement of signs MAK 4 / 24 / 23 MAK 5 / 4 / 23Add dimensions - - - - - - A B C E G D F H - - - - - - PK 2300134C RETAINING WALL ELEVATIONS N. T. S. Proposed location of on Halo Lit Texas Star Medallion Cabinet retaining wall. Reference Drawing for fabrication PK2300134 specifications. Proposed location of on Halo Lit Texas State Medallion Cabinet retaining wall. Reference Drawing for fabrication PK2300134A specifications. OK lets do that then and Ill explain that to the customer. Can you show that 11’ dimension from the top of the wall to the center of the sign and call out the approximate length to the ground from the bottom of this sign along with the 100’ from the end of the wall? 100’ 11 ’ 100’100’ 11 ’ 11 ’ 100’ 11 ’ 34 Item 6. T I M E : 1 0 : 1 5 : 5 4 A M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ G e n e r a l\ F M 4 5 5 _ G E N _ S U M _ IL L . d g n D A T E : $ U S E R $ U S E R : 5 / 5 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 02 6 DN:CK:DW:CK:___ DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation ___*** 54 *** IH 35,ETC076,ETC020195 18 (See Title Sheet) T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROJECT NO. STATE OF T E X AS P ROF E SS IONAL ENGINEER 95381 L DESNEC I JORGE NICOLAS RODRIGUEZ 5/5/2023 33SHEET 30 OF **** *BID ITEMS SHOWN IN MULIPLE SUMMARY BOXES QUANTITIES SUMMARY OF 5/4/23 TF 1 ADD MEDALLIONS 1 1 1 1 1 ILLUMINATION OFSUMMARY LOCATION 610 618 618 618 618 620 620 620 620 624 628 6104 6016 6023 6047 6064 6003 6004 6007 6008 6002 6006 LEDEQ) (150W 1)(TY (U/P) IL RDIN (1") 40)(SCH (PVC)CONDT (2") 40)(SCH (PVC)CONDT (BORE) (2") 80)(SCH (PVC)CONDT (1") (RM)CONDT BARE(NO.12) CONDRELEC INSULATED (NO.12) CONDRELEC BARE(NO.8) CONDRELEC INSULATED (NO.8) CONDRELEC (122311)W/APRON A TY BOXGROUND 060(NS)SS(E)GC(O) 120/240 A TY SRVELC MEDALLION WALLRETAINING 0195-02-076CSJ:EA LF LF LF LF LF LF LF LF EA EA 35 IH AT 455FM 8 0 235 165 1,205 1,205 2,710 400 2,170 4 1 4 TOTALSPROJECT 8 0 235 165 1,205 1,205 2,710 400 2,170 4 1 4 35 Item 6. VVV 2 3 0 + 0 0 2 3 5 + 0 0 2610+00 4610+00 610+00 615+00 AA BB LOADS FOUNDATION OF TABLE Length Span Tx62 Type Girder Ft Tons/Shaft Tons/Pile 60 75 66 65 78 68 70 82 70 75 86 72 80 89 74 85 93 76 90 96 77 95 100 79 100 104 81 105 107 83 110 111 85 115 114 87 120 118 88 125 121 90 130 125 92 135 128 94 T I M E : 6 : 4 1 : 0 6 P M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ Illu m i n a t i o n \ F M 4 5 5 _ IH 3 5 _ U P _ IL L . d g n D A T E : $ U S E R $ U S E R : 5 / 4 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 02 6 DN:CK:DW:CK:___ DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation ___*** 1140 0 50 100 *** SCALE: 1"=100' (U/P) (TY1)(150W EQ)LED RDWY ILL ASSEM GROUND BOX DISCONNECT SWITCH JUNCTION BOX PROP. ELECTRICAL SERVICE PROP. CONDUIT (BORE) PROP. CONDUIT TRAFFIC DIRECTION RUN DESIGNATION UNDERPASS LUMINAIRE NO.UP-# IH 35,ETC076,ETC020195 18 (See Title Sheet) # LEGEND T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROJECT NO. STATE OF T E X AS P ROF E SS IONAL ENGINEER 95381 L DESNEC I JORGE NICOLAS RODRIGUEZ 5/4/2023 MEDALLION #(CIRCUIT)M-C(X) F M 4 5 5 F M 4 5 5 P R E L I M I N ARY FM 455 AT IH 35 UNDERPASS LIGHTING ILLUMINATION BEFORE LOCATIONS AND INSTALLATION.SHOULDSYMBOLS EXAGGERATED SHOWN FOR ON THE CLARITY. LAYOUT ALL ARE PROPOSED WITHIN AND THE ROW, EXISTING BUT ARE CONDUIT AND ELECTRICAL EQUIPMENT BE LOCATIONS APPROVED ARE BY THE SHOWN IN ENGINEER THE IN APPROXIMATE THE FIELDLOCATE GROUND, AND OR PRESERVE OVERHEAD.BEFORE IDENTIFIED STARTING BY 811. THE EXCAVATING. CONTRACTOR THE MUST CONTRACTOR LOCATE WILL THESE BE FULLY FACILITIES RESPONSIBLE FOR ANY THESE DAMAGE CAUSED UTILITIES, BY WHETHER CONTRACTOR'S UNDERGROUND,ABOVEFAILURE TO ILLUMINATION, DUCT BANK AND ASSOCIATED CONDUIT RUNS WILL NOT BBORING, UNDERGROUND INFRASTRUCTURE TRENCHING, FACILITIES INCLUDING OR AT EXCAVATING. LEAST EXISTING 48 TXDOT HOURS IRRIGATION, PRIOR FACILITIES TO STORM ANY DRAIN, UNDERGROUND DRILLING,CONTACT COMMENCING PUBLIC WORK. AND IT IS PRIVATE THE UTILITIES CONTRACTOR'S FOR LOCATION RESPONSIBILITY OF TOALL LOCATIONS. EXISTING THE UTILITIES CONTRACTOR ON MUST THESE LOCATE PLANS ALL ARE SHOWN UTILITIES IN PRIOR APPROXIMATE TO 3. THE LOCATIONS OF ADJUSTED LIGHT BY THE FIXTURES ENGINEER AND IN THE ELECTRICAL FIELD TO SERVICES FIT CAN FIELD BE SHEET 1 OF 1 PROP. ROW PROP. ROW 2607+00 2614+00 DETAILS" FM 455 AT IH 35 UNDERPASS LIGHTING "ILLUMINATIONSEE 2608+00 2609+00 2612+00 2613+00 2611+00 [ IH 35 [ IH 35 PHONE: 940-458-7930 CONTACT NAME: MIKE PRATER POWER SOURCE: SANGER ELECTRIC TY A (120/240) 060(NS)SS(E)GC(O) INSTALL ELECTRICAL SERVICE #ES-1 1886 R EGN AS FO YTI C SAXET BEHIND RETAINING WALL TYPICAL CONDUIT AND BW1. ANCHOR DETAILS SHEET AND MEDALLION AT WALL AW1 7. FOR DECORATIVE MEDALLION ASSEMBLY SEE MEDALLION DETAILS. 6. SEE RID(3)-20 FOR UNDERPASS ILLUMINATION STANDARD DETAILS" LAYOUT FOR OTHER DETAILS. 5. SEE "ILLUMINATION UNDERPASS LIGHTING FM 455 AT IH 35 COLUMNS, ETC., SUBSIDIARY TO ITEM 618. 4. INSTALL JUNCTION BOXES AS NEEDED ON BRIDGE CAPS, TO FIT FIELD CONDITIONS. SERVICES CAN BE MARGINALLY ADJUSTED BY THE ENGINEER 3. THE LOCATIONS OF LIGHT FIXTURES AND ELECTRICAL BEFORE INSTALLATION. AND MUST BE APPROVED BY THE ENGINEER IN THE FIELD LOCATIONS ARE SHOWN IN THE APPROXIMATE LOCATIONS 2. PROPOSED CONDUIT AND ELECTRICAL EQUIPMENT TO TXDOT. BY CONTRACTOR WILL BE REPAIRED AT NO COST EXISTING UTILITIES. ANY UTILITIES DAMAGED 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING NOTES: N.T.S. TF 15/4/23 ADD MEDALLIONS * * * * * - 20' ADDED FOR VERTICAL DROP ASSEMBLIES ILLUMINATION ROADWAY OFSCHEDULE DESCRIPTION ID LUMINAIRE LOCATION MOUNTING LED EQ) (150W 1) (TY (U/P) IL RDIN UP-1 2BENT LED EQ) (150W 1) (TY (U/P) IL RDIN UP-2 2BENT LED EQ) (150W 1) (TY (U/P) IL RDIN UP-3 2BENT LED EQ) (150W 1) (TY (U/P) IL RDIN UP-4 2BENT LED EQ) (150W 1) (TY (U/P) IL RDIN UP-5 3BENT LED EQ) (150W 1) (TY (U/P) IL RDIN UP-6 3BENT LED EQ) (150W 1) (TY (U/P) IL RDIN UP-7 3BENT LED EQ) (150W 1) (TY (U/P) IL RDIN UP-8 3BENT ASSM MEDALLIONDECORATIVE M-1 WallR. ASSM MEDALLIONDECORATIVE M-2 WallR. ASSM MEDALLIONDECORATIVE M-3 WallR. ASSM MEDALLIONDECORATIVE M-4 WallR. BENT 2 BENT 3 UP-1 UP-2 UP-3 UP-4 UP-5 UP-7 UP-8 UP-6 1 2 3 5 8 74 6 11 13 12 10 9 15 17 18 14 16 M-4(C) M-3(C) M-2(B) M-1(B) 1 1 1 1 1 1 1 1 1 1 1 1 RUN CONDUCTOR ANDCONDUIT NO. RUN CIRCUIT (LF)CONDUIT LENGTH QTY, TYPE, SIZE,CONDUCTOR 40SCH PVC1" 40SCH PVC2" )(BORE 80SCH PVC2" RMC1" BARE#12 INSUL#12 BARE#8 INSUL#8 QTY LF QTY LF QTY LF QTY LF 1 A,B,C 35 1 @ 35 6 @ 35 2 A,B,C 165 1 @ 165 6 @ 165 3 A,B,C 85 1 @ 85 6 @ 85 4 A,B 20 1 @ 20 4 @ 20 5 A,C 75 1 @ 75 4 @ 75 6 A,C 20 1 @ 20 4 @ 20 7 A 150 1 @ 150 2 @ 150 8 A,C 150 1 @ 150 4 @ 150 9 B 110 1 @ 110 2 @ 110 10 B 50 1 @ 50 2 @ 50 11 B 75 1 @ 75 2 @ 75 12 B 140 1 @ 140 2 @ 140 13 B 75 1 @ 75 2 @ 75 14 C 125 1 @ 125 2 @ 125 15 C 125 1 @ 125 2 @ 125 16 C 55 1 @ 55 2 @ 55 17 C 75 1 @ 75 2 @ 75 18 C 75 1 @ 75 2 @ 75 TOTALS 0 235 165 1205 1205 2710 400 2170 SUMMARYQUANTITY ITEM CODE DESCRIPTION UNIT QTY 610 6104 LED EQ) (150W 1) (TY (U/P) IL RDIN EA 8 618 6016 (1") 40) (SCH (PVC)CONDT LF 0 618 6023 (2") 40) (SCH (PVC)CONDT LF 235 618 6047 (BORE) (2") 80) (SCH (PVC)CONDT LF 165 618 6064 (1") (RM)CONDT LF 1,205 620 6003 BARE (NO.12) CONDRELEC LF 1,205 620 6004 INSULATED (NO.12) CONDRELEC LF 2,710 620 6007 BARE (NO.8) CONDRELEC LF 400 620 6008 INSULATED (NO.8) CONDRELEC LF 2,170 624 6002 (122311)W/APRON A TY BOXGROUND EA 4 628 6006 060(NS)SS(E)GC(O) 120/240 A TY SRVELC EA 1 ASSEMBLY MEDALIONDECORATIVE EA 4 36 Item 6. T I M E : 6 : 4 1 : 1 7 P M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ Illu m i n a t i o n \ F M 4 5 5 _ IH 3 5 _ U P _ IL L _ D E T A IL . d g n D A T E : $ U S E R $ U S E R : 5 / 4 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 02 6 DN:CK:DW:CK:___ DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation ___*** 1141 *** 0 25 50 SCALE: 1"=50' (U/P) (TY1)(150W EQ)LED RDWY ILL ASSEM GROUND BOX DISCONNECT SWITCH JUNCTION BOX PROP. ELECTRICAL SERVICE PROP. CONDUIT (BORE) PROP. CONDUIT TRAFFIC DIRECTION RUN DESIGNATION UNDERPASS LUMINAIRE NO.UP-# IH 35,ETC076,ETC020195 18 (See Title Sheet) # LEGEND T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROJECT NO. STATE OF T E X AS P ROF E SS IONAL ENGINEER 95381 L DESNEC I JORGE NICOLAS RODRIGUEZ 5/4/2023 MEDALLION #(CIRCUIT)M-C(X) 2610+00 DETAILS FM 455 AT IH 35 UNDERPASS LIGHTING ILLUMINATION PRELIMINARY 2" PVC IN COLUMN 2" PVC IN COLUMN SEE RID(3)-17 FOR OTHER DETAILS BENT 2 GROUND BOX GROUND BOX (TYP) LTFMC (TYP) LTFMC (TYP) LTFMC METAL CONDUIT LTFMC LIQUID TIGHT FLEXIBLE 4 5 6 3 7 8 B B A UP-1 UP-2& UP-3 UP-4& UP-5 UP-6& UP-7 UP-8& (NOT TO SCALE) 37'38' 38'37' 2. SEE RID(3)-17 LIGHTING FM 455 AT IH 35" 1. SEE "ILLUMINATION UNDERPASS NOTES: (NOT TO SCALE) (NOT TO SCALE) SHEET 1 OF 1 BENT 2 BENT 3 BENT 2 BENT 3 2610+00 2611+00 2612+00 2609+00 [ IH 35 [ IH 35 2 3 1 + 0 0 2 3 2 + 0 0 2 3 3 + 0 0 F M 4 5 5 A VIEW A - A BENT 3 VIEW B - B BENT 3) (ACROSS BRIDGE TO ATTACH TO BRIDGE DECK 1" RMC BENT 3) (ACROSS BRIDGE TO ATTACH TO BRIDGE DECK 1" RMC AND BW1. ANCHOR DETAILS SHEET AND MEDALLION AT WALL AW1 7. FOR DECORATIVE MEDALLION ASSEMBLY SEE MEDALLION DETAILS. 6. SEE RID(3)-20 FOR UNDERPASS ILLUMINATION STANDARD LAYOUT FOR QUANTITIES AND OTHER DETAILS. "ILLUMINATION UNDERPASS LIGHTING FM 455 AT IH 35"5. SEE COLUMNS, ETC., SUBSIDIARY TO ITEM 618. 4. INSTALL JUNCTION BOXES AS NEEDED ON BRIDGE CAPS, TO FIT FIELD CONDITIONS. SERVICES CAN BE MARGINALLY ADJUSTED BY THE ENGINEER 3. THE LOCATIONS OF LIGHT FIXTURES AND ELECTRICAL BEFORE INSTALLATION. AND MUST BE APPROVED BY THE ENGINEER IN THE FIELD LOCATIONS ARE SHOWN IN THE APPROXIMATE LOCATIONS 2. PROPOSED CONDUIT AND ELECTRICAL EQUIPMENT TO TXDOT. BY CONTRACTOR WILL BE REPAIRED AT NO COST EXISTING UTILITIES. ANY UTILITIES DAMAGED 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING NOTES: 5/4/23 TF 1 ADD MEDALLIONS UP-1 UP-2 UP-3 UP-4 UP-5 UP-6 UP-7 UP-8 BRIDGE DECK -ATTACH TO 1" RMC BRIDGE DECK -ATTACH TO 1" RMC 3 4 6 5 8 7 M-4(C) M-3(C) M-1(B) M-2(B) 17 14 18 9 13 11 15 16 10 12 1 1 1 11 1 1 1 37 Item 6. T I M E : 6 : 4 1 : 2 8 P M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ Illu m i n a t i o n \ F M 4 5 5 _ IH 3 5 _ U P _ IL L _ C IR C U IT _ D IA G R A M . d g n D A T E : $ U S E R $ U S E R : 5 / 4 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 02 6 DN:CK:DW:CK:___ DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation ___*** 1142 *** (U/P) (TY1)(150W EQ)LED RDWY ILL ASSEM GROUND BOX DISCONNECT SWITCH JUNCTION BOX PROP. ELECTRICAL SERVICE PROP. CONDUIT (BORE) PROP. CONDUIT TRAFFIC DIRECTION RUN DESIGNATION UNDERPASS LUMINAIRE NO.UP-# IH 35,ETC076,ETC020195 18 (See Title Sheet) # LEGEND T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROJECT NO. STATE OF T E X AS P ROF E SS IONAL ENGINEER 95381 L DESNEC I JORGE NICOLAS RODRIGUEZ 5/4/2023 MEDALLION #(CIRCUIT)M-C(X) ELECT SVC DATA CIRCUIT DIAGRAM & FM 455 AT IH 35 UNDERPASS LIGHTING ILLUMINATION T U R N A R O U N D F M 4 5 5 UP-1 UP-2 UP-3 UP-4 UP-5 UP-6 UP-7 UP-8 35' 165' 85' 75' 20' 20' BREAKER CIRCUIT PROP 60 AMP CONTACTOR 240/480 (TYPE A) ELECTRICAL SERVICE NO ES-1 PROPOSED ILLUMINATION C PROP 60 AMP MAIN BREAKER T U R N A R O U N D (NOT TO SCALE) SHEET 1 OF 1 (ATTACHED TO BRIDGE DECK) 150' (ATTACHED TO BRIDGE DECK) 150' * *SPARE CIRCUIT * ** * AND WALL DETAIL SHEETS * SEE MEDALLION ANCHOR 11 M-4(C)M-2(B) M-1(B) M-3(C) BA TF 15/4/23 ADD MEDALLIONS (COLUMN) 1-1/C #8 BARE 4-1/C #8 INSUL CIRCUIT A & B 1-1/C #8 BARE 4-1/C #8 INSUL CIRCUIT A & C 110'50' 75' 140' 75' (COLUMN) 1-1/C #8 BARE 4-1/C #8 INSUL CIRCUIT A & C 125' 55' 75' 125' 75' 1 1 1 1 1-1/C #8 BARE 6-1/C #8 INSUL CIRCUIT A,B & C 1 1 1 DATA SERVICEELECTRICAL NO.SERVICE ELEC. -14 (5) EDSEE DESCRIPTION SERVICEELECTRICAL * SIZECONDUIT SERVICE NO./SIZE SCONDUCTOR SERVICE (AMPS) SWITCH SAFETY POLE/AMP BKR. CKT.MAIN (AMPS) CONTACTOR TWO-POLE RATING AMPCENTER BD/LOAD PANEL CIRCUIT BRANCH POLE/AMPS BKR. CKT.BRANCH (AMPS) CIRCUIT BRANCH LOADKVA ES-1 GC(O) (E) (NS)SS 060 120/240 A TY SRVELC 2"3#6 N/A 2P/60 60 N/A A 2P/20 3.5 7.1< B 1P/20 3.0 C 1P/20 3.0 CODE. ELECTRICAL NATIONAL THE MEETS SIZE CONDUIT ENSURE REQUIREMENTS. METER UTILITY TO DUE CHANGE MAY SIZE UTILITY. WITH SIZE CONDUIT SERVICEVERIFY * 1 38 Item 6. SHEET 1 OF 1 573B DETAILS ANCHOR MEDALLION MOUNTING ANCHOR ELEVATION WALL PANEL FRONT OF MSE STEEL STRAP GALVANIZED ‚" X 1•" MEDALLION MOUNTING HANGER SECTION TEXAS STAR MEDALLION ON WALL ELEVATION NTS NTS NTS MSE WALL ENGINEER TO BE APPROVED BY 2" SKIRT. CONNECTION SELECTION AND APPROVAL. TO THE ENGINEER FOR TEXTURES WILL BE SUBMITTED SAMPLES OF GRAY COLORS AND TEXTURED FINISH. COLOR: GRAY POWDERCOAT WITH ‰" WELDED PLATE ALUMINUM IN MSE PANEL FORMED OPENING FOR CONDUIT AS APPROVED BY ENGINEER SECURE CONDUIT TO MSE WALL AND SHALL ALLOW FOR FUTURE REMOVAL. AGAINST WINDS, RESISTANCE TO VANDALISM, * MOUNTING DEVICES SHALL PROVIDE STABILITY OR AS APPROVED BY ENGINEER *MOUNT WITH "Z" BRACKET HANGERS 1886 R E GN A S FO YTI C SAXET HIDDEN FROM VIEW. ARRANGE SO THAT STRAPS ARE MEDALLIONAT ALL 5 POINTS. AND WELDED TO BACK OF GALVANIZED OR STAINLESS STEEL •" THREADED STUDS SHALL BE SUPPORTING 50 LBS. SHEAR (MIN.) BY THE ENGINEER. ANCHOR SHALL BE CAPABLE OF •" DIA. SCREW OR SWEDGE ANCHOR AS APPROVED TO ENTIRE BACK OF MEDALLION „" ACRYLIC BACKING SECURED MIN. 12" RADIUS SWEEPS) ELEC. CABLES (NO ANGLES, USE 1•" GALV. STEEL CONDUIT FOR HOLE Œ" DIA. SLOT 2"x Œ" STEEL STRAP ‚"X1•" GALV. 1•" 1•" 1•" 2" 2" ‚" Œ" ELEVATION NTS TEXAS STAR MEDALLION REMOVED BY THE CONTRACTOR. ANY PAINT ON SURFACES OUTSIDE OF CITY MEDALLION SHALL BE DO NOT ALLOW SEALER TO EXTEND BEYOND EDGE OF CITY MEDALLION.7. APPLICATION. CITY MEDALLION AREA SHALL BE BLAST CLEANED PRIOR TO SEALER6. NOT BE PAID FOR SEPARATELY. BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS AND SHALL "SURFACE FINISHES FOR CONCRETE". CLASS B, TYPE 1, BUT SHALL SEALER APPLICATION SHALL FOLLOW SPECIFICATIONS FOR ITEM 427-5 FOR APPROVAL PRIOR TO PAINTING. COLOR SHALL BE GRAY. SUBMIT COLOR SAMPLE(S) TO ENGINEER4. EQUAL - EPA APPROVED). (SHERMAN WILLIAMS H&C SILICONE ACRYLIC SEALER OR APPOVED CITY MEDALLION SHALL BE PAINTED WITH SOLVENT-BASED SEALER3. CRUSHED. ROUNDED ROCK OR GRAVEL WILL NOT BE ALLOWED. BACKFILL PARTICLES LARGER THAN 1/4" SHALL BE ANGULAR OR2. OR MANUFACTURING. SUBMITTED TO ENGINEER FOR APPROVAL, PRIOR TO FABRICATION INCLUDED IN SHOP DRAWINGS PROVIDED BY THE CONTRACTOR AND DIMENSIONS FOR ARRANGEMENT OF AESTHETIC ELEMENTS SHALL BE1. WALL GENERAL NOTES T I M E : 3 : 0 3 : 2 8 P M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ R e t a i n i n g W a ll\ M e d a lli o n S h e e t s \ F M 4 5 5 _ R E T _ W A L L _ M E D A L N _ D T L S - 0 1. d g n D A T E : U S E R : 2 / 2 3 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 0195 02 18 6 DN:CK:DW:CK: DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation EBD EBD DWE 076, ETC IH 35,ETC (See Title Sheet) JG T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROJECT NO. 2/23/2023 93551 LI CENSED P R OF E S SIONAL ENGINEER DANIEL W EVERETT II STATE OF T E XAS 39 Item 6. T I M E : 3 : 0 6 : 1 0 P M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ R e t a i n i n g W a ll\ M e d a lli o n S h e e t s \ F M 4 5 5 _ R T W L _ M E D A L L IO N _ P P 0 1. d g n D A T E : U S E R : 2 / 2 3 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 0195 02 18 6 DN:CK:DW:CK: DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation EBD EBD DWE 1 076, ETC IH 35,ETC (See Title Sheet) JG LEGEND T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROP RIPRAP PROP INLETS PROP MANHOLE PROP STORM PIPE CORING/BOREHOLE TEMP. SHORING PROP RETAINING WALL PROJECT NO. PRELIMINARY DATE: OR PERMIT PURPOSES. FOR CONSTRUCTION, BIDDING, IT IS NOT TO BE USED No. 93705 JOSE M. GARCIA,P.E. REVIEW UNDER THE AUTHORITY OF FOR THE PURPOSE OF INTERIM THIS DOCUMENT IS RELEASED 2/23/2023 & GROUNDWATER. PLAN FOR HANDLING OF CONTAMINATED SOIL REFER TO SOIL GROUNDWATER MANAGEMENT4. THESE SHEETS. SHEETS FOR RETAINING WALL DETAILS. SEE RETAINING WALL PLAN AND PROFILE,3. DATA. SEE CORE BORING SHEETS FOR SOIL CORE2. DETAILS, AND QUANTITIES. FOR GENERAL NOTES, TYPICAL SECTION, SEE TYPICAL SECTION & DETAILS SHEET1. NOTES: 0 15 30 1"=6' V SCALE: 1"=30' H T 9 0 . 2 7' 1 0 + 0 0 17+00 18+00 19+00 1886 R E GN A S FO YTI C SAXET IH 35 SB. FRONTAGE RD 680 680 690 700 710 690 700 710 EXIST ROW F M 4 5 5 18+00 19+00 WALL AW1 MEDALLION AT SHEET 1 OF 1 AW1 RETAINING WALL 40 Item 6. T I M E : 3 : 0 8 : 2 4 P M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ R e t a i n i n g W a ll\ M e d a lli o n S h e e t s \ F M 4 5 5 _ R T W L _ M E D A L L IO N _ P P 0 2 . d g n D A T E : U S E R : 2 / 2 3 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 0195 02 18 6 DN:CK:DW:CK: DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation EBD EBD DWE 1 076, ETC IH 35,ETC (See Title Sheet) JG LEGEND T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROP RIPRAP PROP INLETS PROP MANHOLE PROP STORM PIPE CORING/BOREHOLE TEMP. SHORING PROP RETAINING WALL PROJECT NO. PRELIMINARY DATE: OR PERMIT PURPOSES. FOR CONSTRUCTION, BIDDING, IT IS NOT TO BE USED No. 93705 JOSE M. GARCIA,P.E. REVIEW UNDER THE AUTHORITY OF FOR THE PURPOSE OF INTERIM THIS DOCUMENT IS RELEASED 2/23/2023 & GROUNDWATER. PLAN FOR HANDLING OF CONTAMINATED SOIL REFER TO SOIL GROUNDWATER MANAGEMENT4. THESE SHEETS. SHEETS FOR RETAINING WALL DETAILS. SEE RETAINING WALL PLAN AND PROFILE,3. DATA. SEE CORE BORING SHEETS FOR SOIL CORE2. DETAILS, AND QUANTITIES. FOR GENERAL NOTES, TYPICAL SECTION, SEE TYPICAL SECTION & DETAILS SHEET1. NOTES: 0 15 30 1"=6' V SCALE: 1"=30' H 2615+00 9 0 . 0 9' 1 0 + 0 0 11+00 12+00 13+00 IH 35 NB. FRONTAGE RD 680 [ IH 35 11+00 12+00 690 700 710 PROP DITCH 18" STORM PROP WALL BW1 AT MEDALLION SHEET 2 OF 4 680 690 700 710 41 Item 6. T I M E : 3 : 0 9 : 5 5 P M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ R e t a i n i n g W a ll\ M e d a lli o n S h e e t s \ F M 4 5 5 _ R T W L _ M E D A L L IO N _ P P 0 3 . d g n D A T E : U S E R : 2 / 2 3 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 0195 02 18 6 DN:CK:DW:CK: DATE BY REV REVISION E X G R N D E X G R N D DENTON G R A D E F I N I S H E D G R A D E F I N I S H E D R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation EBD EBD DWE 0 25 50 1"=10' V SCALE: 1"=50' H 1 076, ETC WA L L T O P O F E L E V . E L E V . WA L L T O P O F IH 35,ETC (See Title Sheet) JG LEGEND T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROP RIPRAP PROP INLETS PROP MANHOLE PROP STORM PIPE CORING/BOREHOLE TEMP. SHORING PROP RETAINING WALL PROJECT NO. & GROUNDWATER. PLAN FOR HANDLING OF CONTAMINATED SOIL REFER TO SOIL GROUNDWATER MANAGEMENT5. AND ITEM 427. REFER TO GENERAL NOTES UNDER ITEM 423 FOR RETAINING WALL FINISH AND COLOR4. THESE SHEETS. RW(EM) FOR INFORMATION NOT SHOWN ON RW(RI), RW(RI)SUP, RW(MSE)DD, AND SEE TxDOT STANDARD SHEETS RW(MSE),3. DATA. SEE CORE BORING SHEETS FOR SOIL CORE2. DETAILS, AND QUANTITIES. FOR GENERAL NOTES, TYPICAL SECTION, SEE TYPICAL SECTION & DETAILS SHEET1. NOTES: 2/23/2023 93551 LI CENSED P R OF E S SIONAL ENGINEER DANIEL W EVERETT II STATE OF T E XAS T T T 2605+00 9 2. 9 7' 9 3. 1 5' 670.59' 1 0 + 0 0 11+00 12+00 13+00 14+00 15+00 16+00 1 9 + 0 0 (-)0.7618 % (+)1.3605 % (+)1.3605 %(+)0.2983 % ( - )3 .5000 % (+)2 7.7 1 9 6 % STA = 11+55.00 (+)0.3032 % (-)0.6667 % (-)1.5504 % (-)1.0221 % EL = 712.30 E L . = 7 1 2 . 2 7 V P C 1 1 + 6 0 . 0 0 E L . = 7 0 9 . 7 2 V P T 1 3 + 9 0 . 0 0 L = 230.00 ex = -0.25 EL = 711.50 STA = 12+75.00 EL = 691.34 STA = 10+93.15 EL = 693.61 STA = 11+13.15 EL = 699.35 STA = 15+34.99 L = 280.00 ex = -0.40 EL = 707.65 STA = 15+85.00 EL = 703.39 STA = 10+93.15 EL = 712.21 STA = 11+24.98 E L . = 7 0 9 . 0 8 V P C 1 4 + 4 5 . 0 0 EL = 709.50 STA = 14+04.00 7 1 1 . 9 7 7 0 9 . 1 3 7 0 8 . 6 2 7 0 3 . 4 4 6 9 6 . 9 8 6 9 3 . 3 3 6 9 3 . 5 9 6 9 3 . 7 5 6 9 4 . 4 2 6 9 4 . 9 7 6 9 5 . 6 2 6 9 6 . 2 2 6 9 6 . 7 3 6 9 6 . 8 9 6 9 7 . 4 5 6 9 7 . 7 3 6 9 7 . 9 9 6 9 8 . 2 5 6 9 8 . 3 9 6 9 8 . 5 2 6 9 8 . 6 7 6 9 8 . 8 4 6 9 8 . 8 5 6 9 8 . 8 4 6 9 8 . 8 7 6 9 8 . 8 2 6 9 2 . 0 5 6 9 1 . 8 6 6 9 1 . 6 7 6 9 1 . 4 8 6 9 2 . 1 2 6 9 3 . 7 7 6 9 4 . 1 1 6 9 4 . 4 5 6 9 4 . 7 9 6 9 5 . 1 3 6 9 5 . 4 7 6 9 5 . 8 1 6 9 6 . 1 5 6 9 6 . 4 9 6 9 6 . 8 3 6 9 7 . 1 8 6 9 7 . 5 2 6 9 7 . 8 6 6 9 8 . 2 0 6 9 8 . 5 4 6 9 8 . 8 8 6 9 9 . 2 2 6 9 9 . 4 0 6 9 9 . 4 7 6 9 9 . 5 5 7 0 6 . 6 5 7 0 5 . 7 7 7 0 4 . 9 0 7 0 4 . 0 2 7 0 5 . 2 8 7 1 2 . 2 1 7 1 2 . 2 8 7 1 2 . 1 6 7 1 1 . 9 7 7 1 1 . 7 5 7 1 1 . 5 1 7 1 1 . 2 5 7 1 0 . 9 6 7 1 0 . 6 4 7 1 0 . 3 1 7 0 9 . 9 5 7 0 9 . 5 6 7 0 9 . 2 9 7 0 9 . 0 3 7 0 8 . 7 6 7 0 8 . 4 6 7 0 8 . 1 3 7 0 7 . 7 8 7 0 7 . 4 1 7 0 7 . 0 1 SB. FRONTAGE RD IH 35 WALL CW1 LAYOUT RETAINING WALL SHEET 1 OF 2 F M 4 5 5 CW1 RETAINING WALL [ IH 35 75.16' LT IH35 [ STA 2606+90.85 BH-RW04 68.16' LT IH35 [ STA 2604+84.24 BH-RW03 90.09' LT IH35 [ STA 2608+86.11 BH-B03 PROP ROW EXIST ROW DW1 RETAINING WALL PROP 18" STORM PROFILE SHEETS SEE TEMP. SHORING TEMP. SPL SHORING PROP 24" STORM PROP 24" STORMI35FS3 PROP INLET I35FS3B PROP INLET 10+00 11+00 12+00 13+00 14+00 15+00 700 710 690 700 710 690 6" UNDERDRAIN (2' BELOW FG, TYP) BOTTOM OF WALL GRADE FINISH GROUND EXIST. ] EL=689.55 6" UNDERDRAIN ] EL=696.85 6" UNDERDRAIN IH35 [ STA 2606+52.73, 80.94' LT WALL CW1 | STA 12+85.36, 4.06' LT= INLET IH35S3 RW(RI) PROP RET. WALL PROP DITCH TO PROP INLET I35FS3B ] EL=688.84 CONNECT UNDERDRAIN INFORMATION NOT SHOWN (TYP.) SEE RW (RI) SUP FOR TO PROP INLET I35S3 ] EL=693.96 CONNECT UNDERDRAIN IH35 [ STA 2606+53.03, 81.04' LT WALL CW1 | STA 15+85.07, 3.96' LT= INLET IH35S2 RW(RI) PROP RET. WALL IH35FS2 PROP MH IH35F3C PROP INLET STA 10+93.15 INFORMATION NOT SHOWN (TYP.) SEE RW (RI) SUP FOR INLET IH35S3 STA 12+85.36 680680 16+00 20' 20' IH35S2 PROP INLET STA 15+85.07 WALL CW1 TOP OF ] EL=691.11 6" UNDERDRAIN WALL COPING FRONT FACE OF CONTROL LINE/ RIPRAP (MOW STRIP) (4IN)RETAINING WALL (MSE)TEMPORARY SPL SHORING ESTIMATED QUANTITIES BEGIN CONCRETE FLUME BEGIN MOW STRIP IH35 [ STA 2608+46.64 WALL CW1 | STA 10+93.15= PROP INLET IH35F3C IH35 [ STA 2608+83.54 WALL DW1 | STA 19+55.75= WALL CW1 | STA 10+00.00= BEGIN RETAINING WALL CW1 IH 35 [ STA 2608+83.54 WALL CW1 | STA 10+00.00= FG= 692.05 TW= 706.65 BEGIN RETAINING WALL CW1 ITEM DESCRIPTION UNIT QUANTITY 403-6001 SHORING SPL TEMPORARY SF 2325 420-6011 (FLUME) CONC B CL CY 64 423-6001 (MSE) WALL RETAINING SF 10434 432-6001 (4IN) (CONC) RIPRAP CY 3 432-6045 (4IN) STRIP) (MOW RIPRAP CY 17 STORM PROP 30" IN ROADWAY QUANTITIES. PROP CONC. RIP-RAP INCLUDED M A T C H L I N E S T A 1 6 + 0 0 . 0 0 M A T C H L I N E S T A 1 6 + 0 0 . 0 0 42 Item 6. T I M E : 3 : 1 0 : 5 4 P M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ R e t a i n i n g W a ll\ M e d a lli o n S h e e t s \ F M 4 5 5 _ R T W L _ M E D A L L IO N _ P P 0 4 . d g n D A T E : U S E R : 2 / 2 3 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 0195 02 18 6 DN:CK:DW:CK: DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation EBD EBD DWE 0 25 50 1"=10' V SCALE: 1"=50' H 1 076, ETC IH 35,ETC (See Title Sheet) JG LEGEND T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROP RIPRAP PROP INLETS PROP MANHOLE PROP STORM PIPE CORING/BOREHOLE TEMP. SHORING PROP RETAINING WALL PROJECT NO. & GROUNDWATER. PLAN FOR HANDLING OF CONTAMINATED SOIL REFER TO SOIL GROUNDWATER MANAGEMENT5. AND ITEM 427. REFER TO GENERAL NOTES UNDER ITEM 423 FOR RETAINING WALL FINISH AND COLOR4. THESE SHEETS. RW(EM) FOR INFORMATION NOT SHOWN ON RW(RI), RW(RI)SUP, RW(MSE)DD, AND SEE TxDOT STANDARD SHEETS RW(MSE),3. DATA. SEE CORE BORING SHEETS FOR SOIL CORE2. DETAILS, AND QUANTITIES. FOR GENERAL NOTES, TYPICAL SECTION, SEE TYPICAL SECTION & DETAILS SHEET1. NOTES: 2/23/2023 W E STATE OF T E X AS P ROF E SS IONAL ENGINEER 93705 L DESNEC I JOSE M. GARCIA 2610+00 320.25' 9 2. 9 7' 9 3. 1 5' 1 0 + 0 0 15+00 16+00 17+00 18+00 1 9 + 0 0 STA = 15+42.50 (-)1.6312 % (+)0.4683 % STA = 18+62.79 (+)0.4683 %(-)0.7618 % (+)2.4357 % STA = 15+42.50 (+)1.7931 % (+)1.7931 %(+)0.3410 % STA = 18+34.00 (+)0.3410 % STA = 18+62.78 ( - )3 .5003 % V P C 1 5 + 5 2 . 5 0 V P T 1 8 + 2 2 . 5 0 E L . = 7 1 5 . 7 1 E L . = 7 1 2 . 8 3 EL = 709.90 EL = 715.75 EL = 692.75 EL = 691.25 EL = 712.65 L = 270.00 ex = -0.36 EL = 715.25 STA = 16+87.50 (-)20.3179% 7 0 3 . 4 3 7 0 4 . 5 3 7 0 6 . 2 1 7 0 7 . 1 9 7 0 8 . 1 4 7 0 8 . 7 8 7 0 9 . 1 5 7 0 9 . 3 2 7 0 9 . 2 8 7 0 9 . 2 5 6 9 1 . 7 0 6 9 1 . 3 6 6 9 1 . 5 9 6 9 1 . 8 2 6 9 2 . 0 6 6 9 2 . 2 9 6 9 2 . 5 3 6 9 2 . 6 9 6 9 2 . 3 5 7 1 1 . 6 1 7 1 2 . 2 2 7 1 2 . 7 8 7 1 3 . 2 2 7 1 3 . 6 2 7 1 3 . 9 9 7 1 4 . 3 2 7 1 4 . 6 2 7 1 4 . 8 9 7 1 5 . 1 2 7 1 5 . 3 2 7 1 5 . 4 9 7 1 5 . 6 2 7 1 5 . 7 2 7 1 2 . 5 0 7 0 9 . 4 7 7 0 8 . 6 0 7 0 7 . 7 2 7 0 6 . 8 5 IH 35 WALL DW1 LAYOUT RETAINING WALL SHEET 2 OF 2 NB. FRONTAGE RD CW1 RETAINING WALL F M 4 5 5 138.00' RT IH35 [ STA 2607+44.30 BH-RW02 142.45' RT IH35 [ STA 2609+63.04 BH-B01 [ IH 35 I35FN3 PROP INLET PROP 18" STORM 12R5A PROP INLET 12RJ19 PROP MH 15+00 16+00 18+00 19+00 20+00 700 710 720 GRADE FINISH GROUND EXIST. 6" UNDERDRAIN 690 ] EL=692.28 6" UNDERDRAIN 1 8 ' PROP DITCH TO PROP INLET I35FN3 ] EL=688.75 CONNECT UNDERDRAIN IH35 [ STA 2606+00.94, 90' RT PI STA 15+42.53, WALL DW1 |= 17+00 STORM PROP 30" 12R5 PROP INLET STORM PROP 18" 2 0 ' 20' WALL DW1 TOP OF (2' BELOW FG, TYP) BOTTOM OF WALL 720 710 700 690I35FN3 INLET 12RJ27 PROP WYE TO PROP WYE 12RJ27 ] EL=688.75 CONNECT UNDERDRAIN 18" RCP 18" RCP WALL COPING FRONT FACE OF CONTROL LINE/ END CONCRETE FLUME END MOW STRIP IH35 [ STA 2609+19.83, 85.47' RT PI STA 18+62.78, WALL DW1 |= IH35 [ STA 2608+83.54 WALL CW1 | STA 10+00.00= WALL DW1 | STA 19+55.75= END RETAINING WALL DW1 IH 35 [ STA 2608+83.54 WALL DW1 | STA 19+55.75= FG=692.05' TW=706.65' END RETAINING WALL DW1 (4IN) STRIP) (MOW RIPRAP QUANTITIES. INCLUDED IN ROADWAY PROP CONC. RIP-RAP 1 6/14/22 JMG 1 ADDNM DUE TO COMMENTS1 1 M A T C H L I N E S T A 1 5 + 0 0 M A T C H L I N E S T A 1 5 + 0 0 43 Item 6. 1886 R EGN AS FO YTI C SAXET 1886 R EGN AS FO YTIC SAXET T I M E : 3 : 1 5 : 1 0 P M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ W o r k i n g F o ld e r \ J o e G a r c i a \ E X H - R T W L - S E A L . d g n D A T E : U S E R : 2 / 2 3 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 0195 02 18 6 DN:CK:DW:CK: DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation EBD EBD DWE 1 076, ETC IH 35,ETC (See Title Sheet) JG T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROJECT NO. PRELIMINARY DATE: OR PERMIT PURPOSES. FOR CONSTRUCTION, BIDDING, IT IS NOT TO BE USED No. 93705 JOSE M. GARCIA,P.E. REVIEW UNDER THE AUTHORITY OF FOR THE PURPOSE OF INTERIM THIS DOCUMENT IS RELEASED 2/23/2023 Ar e a U/ C Gr o u n d Ob s c ure d Gr o u n d O bsc ur e d St o c k pile St o c k pile Stoc k pil e St o c k pile T W WW T W T T E T T WW T TT T KEYMAP WALL A WALL B WALL C WALL D IH35 10TH ST F M 4 5 5 F M 4 5 5 IH35 N.T.S. (LOOKING EAST) SOUTHBOUND BRIDGE (LOOKING WEST) NORTHBOUND BRIDGE IH 35 BRIDGES NB & SB ELEVATION VIEW EXHIBIT RETAINING WALL C RETAINING WALL A RETAINING WALL D WALL B RETAINING 44 Item 6. 1886 R E GN AS FO YTI C SAXET T I M E : 3 : 1 3 : 0 2 P M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ W o r k i n g F o ld e r \ J o e G a r c i a \ E X H - R T W L - S E A L . d g n D A T E : U S E R : 2 / 2 3 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 0195 02 18 6 DN:CK:DW:CK: DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation EBD EBD DWE 1 076, ETC IH 35,ETC (See Title Sheet) JG T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROJECT NO. PRELIMINARY DATE: OR PERMIT PURPOSES. FOR CONSTRUCTION, BIDDING, IT IS NOT TO BE USED No. 93705 JOSE M. GARCIA,P.E. REVIEW UNDER THE AUTHORITY OF FOR THE PURPOSE OF INTERIM THIS DOCUMENT IS RELEASED 2/23/2023 Ar e a U/ C Gr o u n d Ob s c ure d Gr o u n d O bsc ur e d St o c k pile St o c k pile Stoc k pil e St o c k pile T W WW T W T T E T T WW T TT T 18+00 19+00 715 685 690 695 700 705 710 685 690 695 700 705 11+00 715 685 690 695 700 705 710 715 685 690 695 700 705 710 KEYMAP WALL A WALL B WALL C WALL D IH35 10TH ST F M 4 5 5 F M 4 5 5 IH35 N.T.S. RETAINING WALL A RETAINING WALL B A & B RETAIN. WALLS ELEVATION VIEW EXHIBIT 45 Item 6. T I M E : 3 : 1 3 : 5 9 P M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ W o r k i n g F o ld e r \ J o e G a r c i a \ E X H - R T W L - S E A L . d g n D A T E : U S E R : 2 / 2 3 / 2 0 2 3 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 0195 02 18 6 DN:CK:DW:CK: DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation EBD EBD DWE 1 076, ETC IH 35,ETC (See Title Sheet) JG T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROJECT NO. PRELIMINARY DATE: OR PERMIT PURPOSES. FOR CONSTRUCTION, BIDDING, IT IS NOT TO BE USED No. 93705 JOSE M. GARCIA,P.E. REVIEW UNDER THE AUTHORITY OF FOR THE PURPOSE OF INTERIM THIS DOCUMENT IS RELEASED 2/23/2023 1886 R E GN AS FO YTI C SAXET Ar e a U/ C Gr o u n d Ob s c ure d Gr o u n d O bsc ur e d St o c k pile St o c k pile Stoc k pil e St o c k pile T W WW T W T T E T T WW T TT T 715 685 690 695 700 705 710 685 690 695 700 705 715 685 690 695 700 705 710 715 685 690 695 700 705 710 KEYMAP WALL A WALL B WALL C WALL D IH35 10TH ST F M 4 5 5 F M 4 5 5 IH35 N.T.S. RETAINING WALL C RETAINING WALL D 18+00 19+00 11+0010+50 11+50 C & D RETAIN. WALLS ELEVATION VIEW EXHIBIT 46 Item 6. City of Sanger Texas Medallion Mounting Requirements Wedge Anchors shall be RED HEAD Trubolt Wedge Anchors or approved equal. The anchor shall be stainless steel ½” Dia., 3 ½” Length, 2 ¼” embedment length. Anchor pattern shall match the mounting locations on Medallion provided by the Philadelphia Sign Company (PSCO). The Medallion shall be located as shown on the PSCO shop drawings with adjustment to meet the anchor placement requirements. Anchors shall not be placed less than 1’-1 3/8” from the edge of any precast MSE panel. Anchors shall not be placed within 6” of a reinforcement connection to avoid impact to the reinforcing strip. 47 Item 6. 48 Item 6. SHEET 1 OF 1 573B DETAILS ANCHOR MEDALLION MOUNTING ANCHOR ELEVATION WALL PANEL FRONT OF MSE STEEL STRAP GALVANIZED ‚" X 1•" MEDALLION MOUNTING HANGER SECTION TEXAS STAR MEDALLION ON WALL ELEVATION NTS NTS NTS MSE WALL ENGINEER TO BE APPROVED BY 2" SKIRT. CONNECTION SELECTION AND APPROVAL. TO THE ENGINEER FOR TEXTURES WILL BE SUBMITTED SAMPLES OF GRAY COLORS AND TEXTURED FINISH. COLOR: GRAY POWDERCOAT WITH ‰" WELDED PLATE ALUMINUM IN MSE PANEL FORMED OPENING FOR CONDUIT AS APPROVED BY ENGINEER SECURE CONDUIT TO MSE WALL AND SHALL ALLOW FOR FUTURE REMOVAL. AGAINST WINDS, RESISTANCE TO VANDALISM, * MOUNTING DEVICES SHALL PROVIDE STABILITY OR AS APPROVED BY ENGINEER *MOUNT WITH "Z" BRACKET HANGERS 1886 R E GN A S FO YTI C SAXET SUPPORTING 50 LBS. SHEAR (MIN.) BY THE ENGINEER. ANCHOR SHALL BE CAPABLE OF •" DIA. SCREW OR WEDGE ANCHOR AS APPROVED TO ENTIRE BACK OF MEDALLION „" ACRYLIC BACKING SECURED MIN. 12" RADIUS SWEEPS) ELEC. CABLES (NO ANGLES, USE 1•" GALV. STEEL CONDUIT FOR HOLE Œ" DIA. SLOT 2"x Œ" STEEL STRAP ‚"X1•" GALV. 1•" 1•" 1•" 2" 2" ‚" Œ" ELEVATION NTS TEXAS STAR MEDALLION R=11' R=10.5' R=4.25' R=4' FONT:TIMES NEW ROMAN FONT:TIMES NEW ROMAN 2.9'1.8'2.9' 2 . 8 ' 1 . 7 ' 2 . 8 ' 2.4'2.4' 2 . 8 ' 1 . 7 ' 0 . 6 ' 0 . 6 ' T I ME : 7 : 2 0 : 5 2 A M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ R e t a i n i n g W a ll\ M e d a lli o n S h e e t s \ F M 4 5 5 _ R E T _ W A L L _ M E D A L N _ D T L S - 0 1. d g n D A T E : U S E R : 6 / 7 / 2 0 2 4 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 0195 02 18 6 DN:CK:DW:CK: DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation EBD EBD DWE 076, ETC IH 35,ETC (See Title Sheet) JG T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROJECT NO. 49 Item 6. MOUNTING ANCHORMOUNTING HANGER DETAILS ANCHOR MEDALLION SHEET 1 OF 1SHEET 1 OF 1 573B DETAILS ANCHOR MEDALLION MOUNTING ANCHOR ELEVATION WALL PANEL FRONT OF MSE STEEL STRAP GALVANIZED ‚" X 1•" MEDALLION MOUNTING HANGER SECTION TEXAS STAR MEDALLION ON WALL ELEVATION NTS NTS NTS MSE WALL ENGINEER TO BE APPROVED BY 2" SKIRT. CONNECTION SELECTION AND APPROVAL. TO THE ENGINEER FOR TEXTURES WILL BE SUBMITTED SAMPLES OF GRAY COLORS AND TEXTURED FINISH. COLOR: GRAY POWDERCOAT WITH ‰" WELDED PLATE ALUMINUM IN MSE PANEL FORMED OPENING FOR CONDUIT AS APPROVED BY ENGINEER SECURE CONDUIT TO MSE WALL AND SHALL ALLOW FOR FUTURE REMOVAL. AGAINST WINDS, RESISTANCE TO VANDALISM, * MOUNTING DEVICES SHALL PROVIDE STABILITY OR AS APPROVED BY ENGINEER *MOUNT WITH "Z" BRACKET HANGERS SUPPORTING 50 LBS. SHEAR (MIN.) BY THE ENGINEER. ANCHOR SHALL BE CAPABLE OF •" DIA. SCREW OR WEDGE ANCHOR AS APPROVED TO ENTIRE BACK OF MEDALLION „" ACRYLIC BACKING SECURED MIN. 12" RADIUS SWEEPS) ELEC. CABLES (NO ANGLES, USE 1•" GALV. STEEL CONDUIT FOR HOLE Œ" DIA. SLOT 2"x Œ" STEEL STRAP ‚"X1•" GALV. 1•" 1•" 1•" 2" 2" ‚" Œ" ELEVATION NTS TEXAS STAR MEDALLION T I ME : 7 : 2 1 : 1 1 A M p w : \ \ d a n n e n b a u m - p w . b e n t le y . c o m : d a n n e n b a u m - p w - 0 1\ D o c u m e n t s \ T r a n s p o r t a t i o n \ 4 5 2 7 - 0 1\ D G N \ P S & E \ R e t a i n i n g W a ll\ M e d a lli o n S h e e t s \ F M 4 5 5 _ R E T _ W A L L _ M E D A L N _ D T L S - 0 1. d g n D A T E : U S E R : 6 / 7 / 2 0 2 4 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE DIST.NO. NO. HIGHWAY NO. TEXAS 0195 02 18 6 DN:CK:DW:CK: DATE BY REV REVISION DENTON R ALL RIGHTS RESERVED C 2022 TEXAS DEPARTMENT OF TRANSPORTATION Texas Department of Transportation EBD EBD DWE 076, ETC IH 35,ETC (See Title Sheet) JG T.B.P.E. FIRM REGISTRATION #8996 (972)239-2002 www.decorp.com DALLAS, TEXAS 75234 3030 LBJ FREEWAY, STE 910 DE CORP PROJECT NO. 50 Item 6. CITY COUNCIL COMMUNICATION DATE: February 18, 2025 FROM: Ramie Hammonds, Development Services Director AGENDA ITEM: Consideration and possible action on the Final Plat of the Belz Road Retail Addition Phase 1 – Multi-Family, being 17.33 acres described as HENRY TIERWESTER SURVEY, ABSTRACT NO. 1241, BLOCK A, LOT 3, located in the City of Sanger and generally located on the west side of North Stemmons Frwy at the intersection of West Chapman Dr and North Stemmons Frwy. SUMMARY:  The applicant is developing the multi-family portion of Belz Road Retail Phase 1.  This phase will consist of 600 dwelling units and 12 duplex units.  Applicant is platting Lot 3, Block A.  The lot is 17.33 acres and will dedicate 0.86 acres of Right-of-Way.  This lot will have frontage along a newly constructed road that will extend from FM 455 to Belz Rd.  Planning & Zoning on 8-13-2024. FISCAL INFORMATION: Budgeted: N/A Amount: N/A GL Account: N/A RECOMMENDED MOTION OR ACTION: Staff recommends APPROVAL. ATTACHMENTS: Location Map Final Plat Application Letter of Intent 51 Item 7. 745854 245458 245457 1004350 976406245456 1030624 56518 56513 776535 56521 745212 975265 1009030 1009031 965729 245453 245454 245455 233824 1009032 776571 1033424 959789 56452 84586 56470 116937 253746 56479 203994 238298 775099 309668 56374 677065 184931 56489 1009038 Denton CAD Web Map © OpenStreetMap (and) contributors, CC-BY-SA, Texas Department of Transportation Parcels County 8/5/2024, 3:06:47 PM 0 0.06 0.120.03 mi 0 0.1 0.20.05 km 1:4,514 Denton County Appraisal District, BIS Consulting - www.bisconsulting.com Disclaimer: This product is for informational purposes only and has not been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of boundaries. 52 Item 7. 53 Item 7. 54 Item 7. GENERAL NOTES 1.ALL MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE CITY'S DESIGN STANDARDS. IF NO CITY STANDARD IS APPLICABLE, MATERIAL AND CONSTRUCTION SHALL CONFORM TO THE "NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIALS AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. ALL WORK REQUIRED BY THESE PLANS SHALL BE CONDUCTED IN CONFORMANCE WITH CURRENT SAFETY CODES AND STANDARDS WITH JURISDICTION OVER THIS PROJECT. 3.THE CONTRACTOR SHALL CONTACT ALL FRANCHISE UTILITY COMPANIES TO HAVE THEM LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND DEPTH OF ALL FRANCHISE UTILITY SERVICES AND ANY REQUIRED RELOCATION AND/OR EXTENSIONS. SERVICES SHOWN ON THE PLANS, IF ANY, ARE CONCEPTUAL. 4.THE CONTRACTOR SHALL PROTECT ALL PUBLIC AND PRIVATE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, POWER POLES, SIGNS, FIRE HYDRANTS, ETC., MUST BE ADJUSTED TO PROPER GRADE BY THE CONTRACTOR PRIOR TO AND AFTER PLACING OF PERMANENT PAVING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING CONSTRUCTION OF THE PAVING FOR THIS PROJECT. 5.BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 6.THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE CONSIDERED APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ADJACENT AND/OR CONFLICTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION IN ORDER THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE CONTRACTOR SHALL PRESERVE AND PROTECT PUBLIC UTILITIES AT ALL TIMES DURING CONSTRUCTION. ANY DAMAGE TO UTILITIES RESULTING FROM CONTRACTOR'S OPERATIONS SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE. THE ENGINEER SHALL BE NOTIFIED WHEN PROPOSED FACILITY GRADES CONFLICT WITH EXISTING UTILITY GRADES. 7.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY, INCLUDING, BUT NOT LIMITED TO FENCES, WALLS, PAVEMENT, GRASS, TREES, AND LAWN SPRINKLER AND IRRIGATION SYSTEMS AT NO COST TO THE OWNER. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT (UNLESS OTHERWISE NOTED) AND IS NOT A SEPARATE PAY ITEM. 8.THE CONTRACTOR SHALL REMOVE SURPLUS MATERIAL FROM THE PROJECT AREA. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 10.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, EROSION CONTROL PLANS, SWPPP AND INSPECTION REPORTS. 11.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 12.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS SHALL BE SENT TO THE ARCHITECT, CIVIL ENGINEER, CONTRACTOR AND OWNER DIRECTLY FROM THE TESTING AGENCY. 13.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES AND/OR UTILITY SERVICE COMPANIES SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 14.CONTRACTOR SHALL VERIFY BENCHMARKS AND DATUM PRIOR TO COMMENCING CONSTRUCTION OR STAKING OF IMPROVEMENTS. 15.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. OWNER AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION. 16.ALL HORIZONTAL DIMENSIONS GIVEN ARE TO FACE OF CURB AND TO PIPE CENTERLINES UNLESS OTHERWISE NOTED ON PLANS. 17.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING RELOCATION AND INSTALLATION OF FRANCHISE UTILITIES NECESSARY FOR ON AND OFF SITE CONSTRUCTION. PAYMENT FOR RELOCATION AND INSTALLATION WILL BE NEGOTIATED ONCE IDENTIFIED. 18.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE SHOWN. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 20.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE CIVIL ENGINEER A COPY OF RECORD DRAWINGS IDENTIFYING ALL DEVIATIONS OR VARIATIONS FROM THE ORIGINAL PLANS. 21.CONTRACTOR SHALL GIVE NOTICE TO ALL AFFECTED PARTIES AND ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES OR RAILROADS AFFECTED BY HIS OPERATIONS, AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 22.ALL "RECORD" DIMENSIONS SHALL CONFORM TO THE DESIGN DIMENSIONS PLUS OR MINUS 0.02 FEET. ALL "RECORD" SLOPES SHALL CONFORM TO THE DESIGNED SLOPES PLUS OR MINUS 0.005 FOOT/FOOT. 23.CONTRACTOR SHALL CONTACT CITY BUILDING OFFICIAL TO LEARN OF ANY UNUSUAL CONSTRUCTION SEQUENCING REQUIREMENTS THAT THE CITY MAY REQUIRE. THE CONTRACTOR IS CAUTIONED THAT THIS AND PERHAPS OTHER SUCH REQUIREMENTS MAY EXIST AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE AND COMPLY WITH THEM. PAVING AND STRIPING NOTES 1.A SIX INCH (6") THICKNESS OF THREE THOUSAND SIX HUNDRED (3,600) PSI REINFORCED CONCRETE PAVEMENT ON A COMPACTED SUB-BASE SHALL BE USED FOR RESIDENTIAL STREETS. ALL STEEL REINFORCING SHALL BE DEFORMED NO. 3 BARS ON EIGHTEEN INCH (18") CENTER BOTH WAYS OR NO. 4 BARS ON TWENTY FOUR INCH (24") CENTERS BOTH WAYS. 2.TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL BE PERFORMED BY AN AGENCY, APPROVED BY THE OWNER, FOR TESTING MATERIALS. PROCUREMENT OF THE TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE, BY THE STANDARD TESTING PROCEDURES, THAT THE WORK CONSTRUCTED MEETS THE REQUIREMENTS OF THE CITY AND PROJECT SPECIFICATIONS. 3.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 4.THE CONTRACTOR SHALL REVIEW LOCATION OF ALL TRAFFIC CONTROL DEVICES WITH THE OWNER PRIOR TO INSTALLATION. 5.SEE M.E.P. PLANS FOR LOCATION OF PROPOSED SLEEVING AND CONDUITS. 6.ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE MOST RECENT VERSION OF THE AMERICANS WITH DISABILITIES ACT OF 1994 AND THE TEXAS ARCHITECTURAL BARRIERS ACT OF 1994, AND ALL ADDENDUMS OR UPDATES. 7.CONTRACTOR SHALL SUBMIT A PAVEMENT JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO THE BEGINNING OF ANY CONCRETE PAVING WORK. 8.ANY EXISTING CONCRETE OR ASPHALT SHOWN TO BE REMOVED SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR OFF SITE. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. 9.CONSTRUCTION JOINTS SHALL BE REQUIRED AT INTERRUPTIONS OF PAVING OPERATIONS SUCH AS THOSE OCCURRING AT THE END OF THE DAY OR DUE TO WEATHER OR EQUIPMENT BREAKDOWN. PLACE AT LONGITUDINAL CONSTRUCTION OR ISOLATION JOINT LOCATIONS. 10.CONTRACTOR TO INSTALL CONSTRUCTION JOINTS IN CONCRETE PAVEMENT AT ALL PC'S AND AS CONVENIENT TO PHASING OF POURS. CONCRETE PAVEMENT TO BE CONSTRUCTED WITH ISOLATION JOINTS AROUND THE PERIMETER OF ANY BLOCK OUT IN PAVEMENT AND SAWED DUMMY JOINTS EVERY 12' IN BOTH DIRECTIONS. 11.ALL JOINTS ARE TO CONTINUE THROUGH THE CURB. 12.RADIAL JOINTS SHALL BE NO SHORTER THAN 24". 13.ALL CONSTRUCTION JOINTS SHALL BE SAWED, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED WITH HOT POURED RUBBER JOINT SEALING COMPOUND. STORM SEWER NOTES 1.CONTRACTOR SHALL FIELD VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CONSTRUCTION MANAGER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 2.CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS, GRATE INLETS, AND ALL UTILITIES CROSSING THE STORM SEWER. FLOW LINES AND RIMS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE PROPOSED GRADE PRIOR TO CONSTRUCTION. 3.THE END OF ALL STORM SEWER LATERALS THAT CONNECT TO WORK BY PLUMBER SHALL BE TIGHTLY PLUGGED OR CAPPED AND MARKED 5.0 FEET OUTSIDE THE BUILDING UNTIL FINAL CONNECTIONS ARE MADE BY PLUMBING CONTRACTOR. 4.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 5.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONSTRUCTION PERMITS. 6.THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 7.EXISTING MANHOLE TOPS AND ALL OTHER DRAINAGE FACILITIES SHALL BE ADJUSTED AS REQUIRED TO MATCH FINAL GRADES AS SHOWN ON GRADING PLAN. NO SEPARATE PAY ITEM. 8.ALL RCP SHALL BE CLASS 3 OR APPROVED EQUAL. STORM SEWER DISCHARGE AUTHORIZATION 1.IF THE TOTAL DISTURBED AREA EXCEEDS ONE (1) ACRE A NOTICE OF INTENT (N.O.I.) SHALL BE SUBMITTED BY THE CONTRACTOR TO THE TCEQ NO LESS THAN 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2.ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN A CONTRACTOR CERTIFICATION STATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP. 3.A COPY OF THE SWPPP, INCLUDING CONTRACTOR CERTIFICATIONS AND ANY REVISIONS, SHALL BE SUBMITTED TO THE CITY AND FILED WITH THE CONSTRUCTION PLANS, AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION. 4.A NOTICE OF TERMINATION (N.O.T.) SHALL BE SUBMITTED TO THE TCEQ BY THE CONTRACTOR WHEN THE SITE HAS 100% OF THE DISTURBED AREAS STABILIZED AND THE SITE NO LONGER HAS STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITIES (CONSTRUCTION), OR THE N.O.T. PERMITTEE OR CO-PERMITTEE NO LONGER HOLDS OPERATIONAL CONTROL OF THE CONSTRUCTION. WATER NOTES 1.EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. 2.THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.HORIZONTAL AND VERTICAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS. 4.TRENCHES WHICH LAY OUTSIDE EXISTING OR FUTURE PAVEMENTS SHALL BE BACK FILLED ABOVE THE TOP OF THE EMBEDMENT WITH TYPE 'C' BACKFILL MATERIALS. WHEN TYPE 'C' BACKFILL MATERIAL IS NOT SUITABLE AND AT THE DIRECTION OF THE ENGINEER TYPE 'B' MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% PROCTOR DENSITY BY MEANS OF TAMPING ONLY. TRENCHES WHICH CROSS UNDER EXISTING OR FUTURE PAVEMENT SHALL BE BACK FILLED PER FIGURE 'A' WITH 95% PROCTOR STANDARD DENSITY OF -2, +4 OF OPTIMUM MOISTURE CONTENT. 5.TOP OF WATER LINES SHALL BE A MINIMUM OF 42" BELOW TOP OF CURB EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 6.FIRE HYDRANTS SHALL BE A MINIMUM 3' BEHIND THE FACE OF THE CURB UNLESS OTHERWISE DIRECTED BY THE CITY. FIRE HYDRANTS AND VALVES AS SHOWN ON THESE PLANS ARE SYMBOLIC ONLY. 7.CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. 8.ALL NEW WATER MAINS SHALL BE FULLY PURGED. 9.ALL 6", 8", 10" & 12" WATER MAINS SHALL BE PVC AWWA C900, DR-14. ALL WATER MAINS USING POLY-WRAPPED DUCTILE IRON PIPE SHALL BE CLASS 51. 10.FITTINGS SHALL BE DUCTILE IRON AND MECHANICAL JOINT TYPE, WITH "COR-BLUE" BOLTS AND SHALL BE CLASS 250. SANITARY SEWER NOTES 1.EXISTING UTILITY DATA IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE DEVELOPER AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THIS DATA. 2.THE CONTRACTOR IS TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3.TRENCHES WHICH LIE OUTSIDE EXISTING PAVEMENTS SHALL BE BACKFILLED ABOVE THE TOP OF THE EMBEDMENT WITH TYPE "C" BACKFILL MATERIAL. WHEN TYPE "C" BACKFILL MATERIAL IS NOT SUITABLE AND AT THE DIRECTION OF THE ENGINEER, TYPE "B" MATERIAL SHALL BE USED. ALL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY BY MEANS OF TAMPING ONLY. TRENCHES THAT CROSS UNDER EXISTING OR FUTURE PAVEMENT SHALL BE BACKFILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY WITH MOISTURE CONTENT-2 AND +4% OF OPTIMUM MOISTURE CONTENT. 4.TYPICAL LOCATION OF SANITARY SEWER PIPE SHALL BE A MINIMUM OF 4'-0" BELOW TOP OF CURB EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 5.ALL DUCTILE IRON SANITARY SEWER MAINS SHALL BE TESTED WITH STANDARD 5% DEFLECTION MANDREL. 6.ALL SANITARY SEWER LINES SHALL BE CAPPED WITH AN APPROPRIATE CAP AT THE END OF EACH WORKDAY. 7.WHEN EXISTING GRADES ARE LOWER THAN PROPOSED MAINS, THE FILL AREA OVER THE PIPE SHALL BE FILLED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY TO THE PROPOSED FINISHED GRADE PRIOR TO INSTALLING ANY MAIN. 8.ALL SEWER SERVICES SHALL BE CONSTRUCTED OF SDR-35 PIPE. TRAFFIC CONTROL NOTES 1.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE OWNER, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. 2.ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD), LATEST VERSION. 3.THE CONTRACTOR SHALL COVER EXISTING SIGNS AND OBLITERATE EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE INTENT OF THESE TRAFFIC CONTROL PLANS TO AVOID CONFUSION TO THE TRAVELING PUBLIC. 4.THE CONTRACTOR SHALL UNCOVER EXISTING SIGNS AND REPLACE PAVEMENT MARKINGS IN-KIND AS ORIGINALLY CONFIGURED AT THE END OF CONSTRUCTION OPERATIONS AND PRIOR TO FINAL ACCEPTANCE BY THE OWNER. 5.ALL TEMPORARY SIGNS, BARRICADES, WARNING LIGHTS AND OTHER MISCELLANEOUS TRAFFIC CONTROL MEASURES SHALL BE REMOVED AND ORIGINAL TRAFFIC CONTROL MEASURES REPLACED AT THE END OF THE CONTRACTOR'S CONSTRUCTION OPERATIONS. 6.ACCESS TO THE ADJACENT SHOPPING AREA AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES. ANY CLOSURE OF ACCESS LANES SHALL BE COORDINATED WITH THE OWNER OF THE SHOPPING AREA, TARRANT VISTA PARTNERS, LLC. EROSION CONTROL NOTES 1.THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. THE CONTRACTOR SHALL USE SEDIMENT FILTERS OR OTHER MEASURES APPROVED BY THE ENGINEER AND CONSTRUCTION MANAGER TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM CLOGGING STORM SEWER PIPES OR PROPOSED OR EXISTING INLETS, OR FROM BEING TRANSPORTED TO ADJACENT PROPERTIES AND STREET RIGHT-OF-WAYS. ALL EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO SITE DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL FINAL GRADING AND PAVING IS COMPLETE AND PERMANENT SOIL STABILIZATION IS ACHIEVED. 2.CONSTRUCTION OPERATIONS SHALL BE MANAGED SO THAT AS MUCH OF THE SITE AS POSSIBLE IS LEFT COVERED WITH EXISTING TOPSOIL AND VEGETATION. 3.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH. THE AREAS SHALL THEN BE SEEDED (OR SODDED), IRRIGATED, AND MAINTAINED UNTIL PERMANENT STAND OF GRASS IS ACHIEVED WITH A MINIMUM OF 70% COVERAGE. UNLESS OTHERWISE NOTED, PRIVATE LAWN AREAS AND PARKWAYS IN FRONT OF PRIVATE LAWN AREAS DISTURBED BY CONSTRUCTION SHALL BE REPLACED WITH BLOCK SOD SIMILAR TO THAT EXISTING. 4.CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION TRAFFIC UTILIZES THE STABILIZED ENTRANCE AT ALL TIMES FOR INGRESS/EGRESS TO THE SITE. 5.CONSTRUCTION ENTRANCE: ·MINIMUM SIZE STONE: 5-INCHES DIAMETER ·THICKNESS: NOT LESS THAN 8-INCHES ·LENGTH: AS SHOWN ON PLAN ·WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS AND EGRESS. ·MAINTENANCE REQUIREMENTS: AS NECESSARY TO PREVENT TRACKING OR FLOWING MUD INTO PUBLIC RIGHT-OF-WAY OR PARKING AREAS. 6.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ON A PUBLIC ROADWAY SHALL BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE TO A PUBLIC ROADWAY, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR TRACKING ONTO PUBLIC ROADS SHALL BE PAID BY THE CONTRACTOR. 7.CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. EROSION CONTROLS SHALL BE REPAIRED OR REPLACED AS INSPECTION DEEMS NECESSARY, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ACCUMULATED SILT IN ANY EROSION CONTROL DEVICE SHALL BE REMOVED AND SHALL BE DISTRIBUTED ON SITE IN A MANNER NOT CONTRIBUTING TO ADDITIONAL SILTATION. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH IS DISTURBED. 8.THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE FILTER BARRIER (OR OTHER METHOD APPROVED BY THE ENGINEER AND CITY) AS REQUIRED TO PREVENT ADVERSE OFF SITE IMPACTS OR STORM WATER QUALITY FROM SILT AND CONSTRUCTION DEBRIS FLOWING ONTO ADJACENT PROPERTIES AS REQUIRED BY THE CITY. 9.BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF CONSTRUCTION AND OTHER ITEMS ESTABLISHED BY THE PLANS. THE CONTRACTOR SHALL PROTECT AND PRESERVE CONTROL POINTS AT ALL TIMES DURING THE COURSE OF THE PROJECT. THE GRADING CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 10.CONTRACTOR STAGING AREA TO BE AGREED UPON BY OWNER PRIOR TO BEGINNING CONSTRUCTION. 11.THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY THE T.C.E.Q. OR THE GOVERNING CITY. GRADING NOTES 1.IF A GRADING PERMIT IS REQUIRED FROM THE CITY PRIOR TO STARTING CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMIT AND PAYING ALL ASSOCIATED FEES. 2.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 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. 3.ALL SPOT ELEVATIONS SHOWN ARE TO TOP OF PAVING SURFACE OR FINISHED EARTH GRADE UNLESS NOTED OTHERWISE. 4.CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM THE EXISTING AND PROPOSED BUILDINGS AND NO PONDING IN PAVED AREAS. CONTRACTOR ADJUSTMENTS TO SPOT GRADES TO MAINTAIN POSITIVE DRAINAGE IS ALLOWED WITH THE PRIOR APPROVAL OF THE ENGINEER. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PAVING IF ANY AREAS OF POOR DRAINAGE ARE ENCOUNTERED. 5.THE CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES WHICH ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. 6.ALL EXISTING CONCRETE PAVING, CHANNEL IMPROVEMENTS, SIDEWALK, STRUCTURES AND CURB DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY AND DISPOSED OF BY THE CONTRACTOR, OFFSITE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER. 7.ALL CLEARING, GRADING, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO THE GEOTECHNICAL REPORT. 8.GRADING CONTRACTOR TO COORDINATE WITH THE FRANCHISE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. 9.THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES AND USE TO DETERMINE HIS BID ACCORDINGLY. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE HANDICAPPED ROUTES (PER A.D.A. & T.A.S) EXIST TO AND FROM EVERY DOOR. IN NO CASE SHALL HANDICAP RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5.0 PERCENT. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A. AND T.A.S. COMPLIANCE ISSUES. GE N E R A L N O T E S C-1 DA T E No . RE V I S I O N BY DATE: SHEET CASE NO. CHECKED: ASD DRAWN:DC DESIGN: BI R C H W A Y S A N G E R PR E P A R E D F O R GR E Y S T A R SA N G E R , T E X A S 19 0 3 C E N T R A L D R I V E , S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS REGISTRATION #14199 ASD 1/24/2025 2022-185 2N D I S S U E F O R P E R M I T : 9 / 1 3 / 2 0 2 4 1/24/2025 55 Item 7. 56 Item 7. 57 Item 7. July 17, 2024 Ms. Ramie Hammonds Development Services City of Sanger PO Box 1729 Sanger, TX 76226 Re: Final Plat & Civil Plans Greystar Multi-Family Letter of Intent Dear Ms. Hammonds, Please let this letter serve as the Letter of Intent for the final plat and civil plan submittal associated with the proposed multi-family project located at IH 35 and Chapman Road. The property is currently zoned PD. The buildings will be built in single phase. Should you have any questions, please feel free to contact me. Sincerely, Claymoore Engineering, Inc. 1903 Central Drive Ste. 406 Bedford, TX 76021 817-281-0572 Drew Donosky, P.E. 58 Item 7. CITY OF SANGER AUGUST 2024 REPORT updated CHERYL BROCK – MUNICIPAL SERVICES MGR CHUCK ZHOU – GENERAL MANAGER 59 Item 8. 2 COLLECTION TONNAGE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Residential 262.53 260.30 229.56 282.21 356.93 315.16 111.32 347.35 2,165.36 270.67 Brush/Bulk 115.41 96.35 141.06 128.66 101.99 124.97 117.72 27.60 853.76 106.72 Trash Total 377.94 356.65 370.62 410.87 458.92 440.13 229.04 374.95 3,019.12 377.39 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Residential SSR 79.76 60.91 60.59 24.53 16.09 66.75 47.21 48.94 404.78 50.60 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Total All Services 457.70 417.56 431.21 435.40 475.01 506.88 276.25 423.89 3,423.90 427.99 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Residential SSR 23.3%19.0%20.9%8.0%4.3%17.5%29.8%12.3%N/A 16.9% SANGER - RESI TRASH COLLECTED 2024 (TONS) SANGER - RESI RECYCLE COLLECTED 2024 (TONS) SANGER - TOTAL MATERIAL COLLECTED 2024 (TONS) SANGER - DIVERSION RATE 2024 60 Item 8. 3 COLLECTION TONNAGE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Industrial Trash 475.52 441.07 450.34 410.53 539.59 332.12 271.16 212.74 3,133.07 391.63 Commercial Trash 255.12 240.28 260.98 274.52 302.75 251.03 228.64 217.16 2,030.48 253.81 Trash Total 730.64 681.35 711.32 685.05 842.34 583.15 499.80 429.90 5,163.55 645.44 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Industrial Recycle 1.6 11.81 83.22 106.38 0.52 2.36 0.00 0.00 205.89 25.74 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Total All Services 732.24 693.16 794.54 791.43 842.86 585.51 499.80 429.90 5,369.44 671.18 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Comm & Industrial SSR 0.3%2.6%15.6%20.6%0.1%0.7%0.0%0.0%N/A 4.99% SANGER - INDUSTRIAL & COMMERCIAL TRASH COLLECTED 2024 (TONS) SANGER - INDUSTRIAL RECYCLING COLLECTED 2024 (TONS) SANGER -INDUSTRIAL DIVERSION RATE 2024 61 Item 8. 4 PARTICIPATION SERVICES Participation JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC AVG # Households 3,454 3,272 3,271 3,275 3,278 3,298 3,304 3,312 3,308 Servicable Households 3,454 3,272 3,271 3,275 3,278 3,298 3,304 3,312 3,308 SSR Participation 23.30%18.96%20.88%8.00% 4.31% 17.48% 29.78% 12.35%0 SSR Set Outs 805 620 683 262 141 576 984 409 560 CONTAINERS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL Container Deliveries 51 18 19 45 29 20 18 15 215 Repair 0 0 0 0 3 0 0 0 3 Remove Container 13 6 0 4 2 4 3 1 33 Exchange Container 0 1 2 2 3 2 0 1 11 SERVICES Code Red 0 0 0 0 0 0 0 0 0 Routes Incomplete 0 0 0 0 0 0 0 0 0 Special Bulk Pickup 0 0 0 0 0 0 0 0 0 Illegal Dumps 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 SANGER - RESIDENTIAL RECYCLE PARTICIPATION RATES 2024 SANGER - OTHER INFORMATION 2024 62 Item 8. 5 RELIABLE SERVICES It is the policy of Republic Services that if a customer perceives that we missed a collection component, we return for collection and do not question the missed service. Service Activity JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Trash - Missed Service 21 27 22 70 35 49 44 49 317 40 Recycle - Missed Service 11 3 3 2 6 1 7 5 38 5 Bulk - Missed Service 10 3 3 6 1 8 0 0 31 4 Yardwaste- Missed Service 0 0 1 1 0 0 0 0 2 1 Service Activity Total 42 33 29 79 42 58 51 54 388 49 SANGER - MISSED SERVICES 2024 63 Item 8. 6 SAFETY - OUR # 1 GOAL Nothing is more important than safety, and no job is so urgent that we cannot take the time to do it safely. The very nature of what we do requires us to be uncompromising on safety, beginning with our employees and extending to our customers and into the communities we serve. Simply, a sustainable planet is only possible if everyone works and lives together… safely. Service Activity JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL Property Damage 0 0 0 2 0 0 0 0 2 Motor Vehicle Accidents 0 0 0 0 0 0 0 0 0 Moving Violations 0 0 0 0 0 0 0 0 0 Personal Injury Claims 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 2 0 0 0 0 2 SANGER - SAFETY RECORD 2024 64 Item 8. 7 MATERIALS DIVERTED MATERIALS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Mixed Paper 13.28 10.25 10.51 3.78 1.68 10.59 8.36 9.02 67.47 8.43 ALUMINUM 6.82 5.26 6.05 3.38 2.20 6.81 5.64 5.87 42.03 5.25 GLASS - MIXED 8.74 6.38 6.41 1.34 1.01 7.25 4.95 4.02 40.10 5.01 PLASTIC - MIXED 12.57 10.36 9.06 2.06 1.89 9.35 3.68 3.06 52.03 6.50 TIN 3.86 2.06 2.04 1.09 1.02 3.54 2.56 2.73 18.90 2.36 CARDBOARD 15.24 13.02 11.57 5.98 3.26 10.58 9.75 9.97 79.37 9.92 SCRAP METAL 2.19 1.22 1.36 1.05 1.04 2.65 2.02 3.02 14.55 1.82 RESIDUAL 17.06 12.36 13.59 5.85 3.91 15.98 10.25 11.25 90.25 11.28 TOTAL RECYCLABLES 79.76 60.91 60.59 24.53 16.01 66.75 47.21 48.94 404.70 50.59 SANGER - RESOURCES DIVERTED FROM LANDFILL 2024 (TONS) 65 Item 8. CITY OF SANGER JULY 2024 REPORT updated CHERYL BROCK – MUNICIPAL SERVICES MGR CHUCK ZHOU – GENERAL MANAGER 66 Item 8. 2 COLLECTION TONNAGE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Residential 262.53 260.30 229.56 282.21 356.93 315.16 111.32 1,818.01 259.72 Brush/Bulk 115.41 96.35 141.06 128.66 101.99 124.97 117.72 826.16 118.02 Trash Total 377.94 356.65 370.62 410.87 458.92 440.13 229.04 2,644.17 377.74 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Residential SSR 79.76 60.91 60.59 24.53 16.09 66.75 47.21 355.84 50.83 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Total All Services 457.70 417.56 431.21 435.40 475.01 506.88 276.25 3,000.01 428.57 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Residential SSR 23.3%19.0%20.9%8.0%4.3%17.5%29.8%N/A 17.5% SANGER - RESI TRASH COLLECTED 2024 (TONS) SANGER - RESI RECYCLE COLLECTED 2024 (TONS) SANGER - TOTAL MATERIAL COLLECTED 2024 (TONS) SANGER - DIVERSION RATE 2024 67 Item 8. 3 COLLECTION TONNAGE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Industrial Trash 475.52 441.07 450.34 410.53 539.59 332.12 271.16 2,920.33 417.19 Commercial Trash 255.12 240.28 260.98 274.52 302.75 251.03 228.64 1,813.32 259.05 Trash Total 730.64 681.35 711.32 685.05 842.34 583.15 499.80 4,733.65 676.24 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Industrial Recycle 1.6 11.81 83.22 106.38 0.52 2.36 0.00 205.89 29.41 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Total All Services 732.24 693.16 794.54 791.43 842.86 585.51 499.80 4,939.54 705.65 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Comm & Industrial SSR 0.3%2.6%15.6%20.6%0.1%0.7%0.0%N/A 5.70% SANGER - INDUSTRIAL & COMMERCIAL TRASH COLLECTED 2024 (TONS) SANGER - INDUSTRIAL RECYCLING COLLECTED 2024 (TONS) SANGER -INDUSTRIAL DIVERSION RATE 2024 68 Item 8. 4 PARTICIPATION SERVICES Participation JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC AVG # Households 3,454 3,272 3,271 3,275 3,278 3,298 3,304 3,307 Servicable Households 3,454 3,272 3,271 3,275 3,278 3,298 3,304 3,307 SSR Participation 23.30%18.96%20.88%8.00% 4.31% 17.48% 29.78%17.53% SSR Set Outs 805 620 683 262 141 576 984 582 CONTAINERS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL Container Deliveries 51 18 19 45 29 20 18 200 Repair 0 0 0 0 3 0 0 3 Remove Container 13 6 0 4 2 4 3 32 Exchange Container 0 1 2 2 3 2 0 10 SERVICES Code Red 0 0 0 0 0 0 0 0 Routes Incomplete 0 0 0 0 0 0 0 0 Special Bulk Pickup 0 0 0 0 0 0 0 0 Illegal Dumps 0 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 SANGER - RESIDENTIAL RECYCLE PARTICIPATION RATES 2024 SANGER - OTHER INFORMATION 2024 69 Item 8. 5 RELIABLE SERVICES It is the policy of Republic Services that if a customer perceives that we missed a collection component, we return for collection and do not question the missed service. Service Activity JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Trash - Missed Service 21 27 22 70 35 49 44 268 38 Recycle - Missed Service 11 3 3 2 6 1 7 33 5 Bulk - Missed Service 10 3 3 6 1 8 0 31 4 Yardwaste- Missed Service 0 0 1 1 0 0 0 2 1 Service Activity Total 42 33 29 79 42 58 51 334 48 SANGER - MISSED SERVICES 2024 70 Item 8. 6 SAFETY - OUR # 1 GOAL Nothing is more important than safety, and no job is so urgent that we cannot take the time to do it safely. The very nature of what we do requires us to be uncompromising on safety, beginning with our employees and extending to our customers and into the communities we serve. Simply, a sustainable planet is only possible if everyone works and lives together… safely. Service Activity JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL Property Damage 0 0 0 2 0 0 0 2 Motor Vehicle Accidents 0 0 0 0 0 0 0 0 Moving Violations 0 0 0 0 0 0 0 0 Personal Injury Claims 0 0 0 0 0 0 0 0 TOTAL 0 0 0 2 0 0 0 2 SANGER - SAFETY RECORD 2024 71 Item 8. 7 MATERIALS DIVERTED MATERIALS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Mixed Paper 13.28 10.25 10.51 3.78 1.68 10.59 8.36 58.45 8.35 ALUMINUM 6.82 5.26 6.05 3.38 2.20 6.81 5.64 36.16 5.17 GLASS - MIXED 8.74 6.38 6.41 1.34 1.01 7.25 4.95 36.08 5.15 PLASTIC - MIXED 12.57 10.36 9.06 2.06 1.89 9.35 3.68 48.97 7.00 TIN 3.86 2.06 2.04 1.09 1.02 3.54 2.56 16.17 2.31 CARDBOARD 15.24 13.02 11.57 5.98 3.26 10.58 9.75 69.40 9.91 SCRAP METAL 2.19 1.22 1.36 1.05 1.04 2.65 2.02 11.53 1.65 RESIDUAL 17.06 12.36 13.59 5.85 3.91 15.98 10.25 79.00 11.29 TOTAL RECYCLABLES 79.76 60.91 60.59 24.53 16.01 66.75 47.21 355.76 50.82 SANGER - RESOURCES DIVERTED FROM LANDFILL 2024 (TONS) 72 Item 8. CITY OF SANGER SEPTEMBER 2024 REPORT updated CHERYL BROCK – MUNICIPAL SERVICES MGR CHUCK ZHOU – GENERAL MANAGER 73 Item 8. 2 COLLECTION TONNAGE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Residential 262.53 260.30 229.56 282.21 356.93 315.16 111.32 347.35 346.68 2,512.04 279.12 Brush/Bulk 115.41 96.35 141.06 128.66 101.99 124.97 117.72 27.60 42.27 896.03 99.56 Trash Total 377.94 356.65 370.62 410.87 458.92 440.13 229.04 374.95 388.95 3,408.07 378.67 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Residential SSR 79.76 60.91 60.59 24.53 16.09 66.75 47.21 48.94 58.31 463.09 51.45 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Total All Services 457.70 417.56 431.21 435.40 475.01 506.88 276.25 423.89 447.26 3,871.16 430.13 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Residential SSR 23.3%19.0%20.9%8.0%4.3%17.5%29.8%12.3%14.4%N/A 16.6% SANGER - RESI TRASH COLLECTED 2024 (TONS) SANGER - RESI RECYCLE COLLECTED 2024 (TONS) SANGER - TOTAL MATERIAL COLLECTED 2024 (TONS) SANGER - DIVERSION RATE 2024 74 Item 8. 3 COLLECTION TONNAGE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Industrial Trash 475.52 441.07 450.34 410.53 539.59 332.12 271.16 212.74 224.94 3,358.01 373.11 Commercial Trash 255.12 240.28 260.98 274.52 302.75 251.03 228.64 217.16 266.52 2,297.00 255.22 Trash Total 730.64 681.35 711.32 685.05 842.34 583.15 499.80 429.90 491.46 5,655.01 628.33 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Industrial Recycle 1.6 11.81 83.22 106.38 0.52 2.36 0.00 0.00 0.00 205.89 22.88 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Total All Services 732.24 693.16 794.54 791.43 842.86 585.51 499.80 429.90 491.46 5,860.90 651.21 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Comm & Industrial SSR 0.3%2.6%15.6%20.6%0.1%0.7%0.0%0.0%0.0%N/A 4.4% SANGER - INDUSTRIAL & COMMERCIAL TRASH COLLECTED 2024 (TONS) SANGER - INDUSTRIAL RECYCLING COLLECTED 2024 (TONS) SANGER -INDUSTRIAL DIVERSION RATE 2024 75 Item 8. 4 PARTICIPATION SERVICES Participation JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC AVG # Households 3,454 3,272 3,271 3,275 3,278 3,298 3,304 3,312 3,307 3,308 Servicable Households 3,454 3,272 3,271 3,275 3,278 3,298 3,304 3,312 3,307 3,308 SSR Participation 23.30%18.96%20.88%8.00% 4.31% 17.48% 29.78% 12.35%14.40%0 SSR Set Outs 805 620 683 262 141 576 984 409 476 551 CONTAINERS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL Container Deliveries 51 18 19 45 29 20 18 15 9 224 Repair 0 0 0 0 3 0 0 0 0 227 Remove Container 13 6 0 4 2 4 3 1 1 37 Exchange Container 0 1 2 2 3 2 0 1 1 46 SERVICES Code Red 0 0 0 0 0 0 0 0 0 0 Routes Incomplete 0 0 0 0 0 0 0 0 0 0 Special Bulk Pickup 0 0 0 0 0 0 0 0 0 0 Illegal Dumps 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 SANGER - RESIDENTIAL RECYCLE PARTICIPATION RATES 2024 SANGER - OTHER INFORMATION 2024 76 Item 8. 5 RELIABLE SERVICES It is the policy of Republic Services that if a customer perceives that we missed a collection component, we return for collection and do not question the missed service. Service Activity JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Trash - Missed Service 21 27 22 70 35 49 44 49 25 342 38 Recycle - Missed Service 11 3 3 2 6 1 7 5 1 39 4 Bulk - Missed Service 10 3 3 6 1 8 0 0 0 31 3 Yardwaste- Missed Service 0 0 1 1 0 0 0 0 0 2 0 Service Activity Total 42 33 29 79 42 58 51 54 26 414 46 SANGER - MISSED SERVICES 2024 77 Item 8. 6 SAFETY - OUR # 1 GOAL Nothing is more important than safety, and no job is so urgent that we cannot take the time to do it safely. The very nature of what we do requires us to be uncompromising on safety, beginning with our employees and extending to our customers and into the communities we serve. Simply, a sustainable planet is only possible if everyone works and lives together… safely. Service Activity JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL Property Damage 0 0 0 2 0 0 0 0 0 2 Motor Vehicle Accidents 0 0 0 0 0 0 0 0 0 0 Moving Violations 0 0 0 0 0 0 0 0 0 0 Personal Injury Claims 0 0 0 0 0 0 0 0 0 0 TOTAL 0 0 0 2 0 0 0 0 0 2 SANGER - SAFETY RECORD 2024 78 Item 8. 7 MATERIALS DIVERTED MATERIALS JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOTAL AVG Mixed Paper 13.28 10.25 10.51 3.78 1.68 10.59 8.36 9.02 10.02 77.49 8.61 ALUMINUM 6.82 5.26 6.05 3.38 2.20 6.81 5.64 5.87 8.25 50.28 5.59 GLASS - MIXED 8.74 6.38 6.41 1.34 1.01 7.25 4.95 4.02 4.79 44.89 4.99 PLASTIC - MIXED 12.57 10.36 9.06 2.06 1.89 9.35 3.68 3.06 3.68 55.71 6.19 TIN 3.86 2.06 2.04 1.09 1.02 3.54 2.56 2.73 3.54 22.44 2.49 CARDBOARD 15.24 13.02 11.57 5.98 3.26 10.58 9.75 9.97 12.25 91.62 10.18 SCRAP METAL 2.19 1.22 1.36 1.05 1.04 2.65 2.02 3.02 3.25 17.80 1.98 RESIDUAL 17.06 12.36 13.59 5.85 3.91 15.98 10.25 11.25 12.53 102.78 11.42 TOTAL RECYCLABLES 79.76 60.91 60.59 24.53 16.01 66.75 47.21 48.94 58.31 463.01 51.45 SANGER - RESOURCES DIVERTED FROM LANDFILL 2024 (TONS) 79 Item 8.