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02-13-2024 (City Council) Agenda Packet
Wylie City Council Regular Meeting 1A1 February 13, 2024 — 6:00 PM fN Council Chambers - 300 Country Club Road, Building #100, Wylie, Texas 75098 CITY OF WYLI E CALL TO ORDER INVOCATION & PLEDGE OF ALLEGIANCE PRESENTATIONS & RECOGNITIONS PR1. Black History Month. COMMENTS ON NON -AGENDA ITEMS Any member of the public may address Council regarding an item that is not listed on the Agenda. Members of the public must fill out a form prior to the meeting in order to speak. Council requests that comments be limited to three minutes for an individual, six minutes for a group. In addition, Council is not allowed to converse, deliberate or take action on any matter presented during citizen participation. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and will be considered separately. A. Consider, and act upon, approval of January 23, 2024 Regular City Council Meeting minutes. B. Consider, and act upon, Resolution No. 2024-03(R) of the City Council of the City of Wylie, Collin, Dallas and Rockwall counties, Texas, ordering a General Election to be held on May 4, 2024, in the City of Wylie, Texas, for the purpose of electing the positions of two Council members (Place 2 and Place 4) of the Wylie City Council, to hold office for a period of three years; designating locations of polling places; designating filing deadlines; and ordering Notices of Election to be given as prescribed by law in connection with such election. C. Consider, and act upon, Resolution No. 2024-04(R) authorizing the City Manager to execute a Joint General and Special Election Services Contract between the City of Wylie and the Collin County Elections Administrator to be administered by the Collin County Elections Administrator for the May 4, 2024 Wylie General Election. D. Consider, and act upon, Resolution No. 2024-05(R) authorizing the City Manager to execute a Joint General and Special Election Services Contract between the City of Wylie and the Dallas County Elections Administrator to be administered by the Dallas County Elections Administrator for the May 4, 2024 Wylie General Election. E. Consider, and act upon, Resolution No. 2024-06(R) authorizing the City Manager to execute a Joint General and Special Election Services Contract between the City of Wylie and the Rockwall County Elections Administrator to be administered by the Rockwall County Elections Administrator for the May 4, 2024 Wylie General Election. F. Consider, and place on file, the Animal Shelter Advisory Board report to City Council. Page 11 G. Consider, and act upon, Resolution No. 2024-07(R) authorizing the City Manager of the City of Wylie to execute, on behalf of the City Council of the City of Wylie, the Highway Crossing Overpass Construction Agreement between The Kansas City Southern Railway Company, Collin County, and the City of Wylie, Texas concerning the construction of the bridge railroad mainline crossing of the Park Boulevard Extension project. H. Consider, and act upon, the award of contract W2023-110-A to Beehive Industries for Comprehensive Infrastructure and Asset Management Software (CIAMS) in estimated amount of $99,800 for the initial contract base term and estimated annual amount of $48,600 after base term and authorizing the City Manager to execute any necessary documents. L Consider, and act upon, Resolution No. 2024-08(R) of the City Council of the City of Wylie, Texas (Wylie), hereby authorizing the City Manager of Wylie to enter into an interlocal cooperative purchasing agreement between the Sheriff's Association of Texas (SAT) and Wylie for the use of the SAT's contracts and authorizing the City Manager to execute any and all necessary documents. J. Consider, and act upon, the approval of the purchase of one (1) Chevrolet Tahoe SSV and two (2) Chevrolet Silverado SSV vehicles in the estimated amount of $153,564.61 through a cooperative purchasing contract with the Sheriffs Association of Texas, and authorizing the City Manager to execute any necessary documents. K. Consider, and act upon, the award of contract W2024-8-A to IGM Technology for Budget Software in estimated amount of $59,750 for the first year and authorizing the City Manager to execute any necessary documents. L. Consider, and act upon, Resolution No. 2024-09(R) of the City Council of the City of Wylie, Texas (Wylie), hereby authorizing the City Manager of Wylie to enter into an interlocal cooperative purchasing agreement between the City of Midlothian (Midlothian) and Wylie for the use of the Midlothian's contracts and authorizing the City Manager to execute any and all necessary documents. M. Consider, and act upon, the approval of the purchase of EMS Medical Supplies in an estimated annual amount of $87,956.60 from Bound Tree Medical, LLC for Wylie Fire Rescue through an interlocal agreement with the City of Midlothian and authorizing the City Manager to execute any and all necessary documents. N. Consider, and act upon, a Preliminary Plat of Lots 1-8, Block A of Ladylike Addition, creating eight commercial lots on 19.726 acres, located north of 801 North State Highway 78. O. Consider, and act upon, a Final Plat of Lot 1R-3R1, Block C of Woodlake Village, amending one commercial lot on 2.411 acres, located at 2016 North State Highway 78. P. Consider, and act upon, a Final Plat of Lot I IR, Block C of Regency Business Park Phase 3, amending one light industrial lot on 1.275 acres, located at 2772 Capital Street. REGULAR AGENDA 1. Consider, and act upon, Resolution No. 2024-10(R) establishing a public newspaper of general circulation to be the "Official Newspaper" for the City of Wylie. WORK SESSION WS 1. Discussion regarding the Capital Improvement Program (CIP) Project Status and 5-Year Plan. RECONVENE INTO REGULAR SESSION Page 12 ADJOURNMENT CERTIFICATION I certify that this Notice of Meeting was posted on February 9, 2024 at 5:00 p.m. on the outside bulletin board at Wylie City Hall, 300 Country Club Road, Building 100, Wylie, Texas, a place convenient and readily accessible to the public at all times. Stephanie Storm, City Secretary Date Notice Removed The Wylie Municipal Complex is wheelchair accessible. Sign interpretation or other special assistance for disabled attendees must be requested 48 hours in advance by contacting the City Secretary's Office at 972.516.6020. Hearing impaired devices are available from the City Secretary prior to each meeting. If during the course of the meeting covered by this notice, the City Council should determine that a closed or executive meeting or session of the City Council or a consultation with the attorney for the City should be held or is required, then such closed or executive meeting or session or consultation with attorney as authorized by the Texas Open Meetings Act, Texas Government Code § 551.001 et. seq., will be held by the City Council at the date, hour and place given in this notice as the City Council may conveniently meet in such closed or executive meeting or session or consult with the attorney for the City concerning any and all subjects and for any and all purposes permitted by the Act, including, but not limited to, the following sanctions and purposes: Texas Government Code Section: § 551.071 — Private consultation with an attorney for the City. § 551.072 — Discussing purchase, exchange, lease or value of real property. § 551.074 — Discussing personnel or to hear complaints against personnel. § 551.087 — Discussing certain economic development matters. § 551.073 — Discussing prospective gift or donation to the City. § 551.076 — Discussing deployment of security personnel or devices or security audit. Page 13 0211312024 Item A. IAI fN CITY OF WYLIE Department Prepared By: City Secretary Stephanie Storm Wylie City Council AGENDA REPORT Account Code: , and act upon, approval of January 23, 2024 Regular City Council Meeting minutes. to approve the Item as presented. minutes are attached for your consideration. 0211312024 Item A. Wylie City Council Regular Meeting Minutes January 23, 2024 — 6:00 PM Council Chambers - 300 Country Club Road, Building #100, Wylie, Texas 75098 JAI f'V CITY OF WYLI E CALL TO ORDER Mayor Matthew Porter called the regular meeting to order at 6:04 p.m. The following City Council members were present: Councilman David R. Duke, Councilman Dave Strang, Mayor pro tem Jeff Forrester, Councilman Scott Williams, Councilman Sid Hoover, and Councilman Gino Mulliqi. Staff present included: City Manager Brent Parker; Assistant City Manager Lety Yanez, Assistant Fire Chief Brian Ritter; Assistant Police Chief Anthony Henderson; Public Information Officer Craig Kelly; City Secretary Stephanie Storm; Purchasing Manager Chris Rodriguez•, Engineering Project Manager Jenneen Elkhalid; Finance Director Melissa Brown; City Engineer Tim Porter; Public Works Director Tommy Weir, Library Director Ofilia Barrera; Wylie Economic Development Corporation Executive Director Jason Greiner; and various support staff. INVOCATION & PLEDGE OF ALLEGIANCE Mayor pro tem Forrester led the invocation, and Mayor Porter led the Pledge of Allegiance. PRESENTATIONS & RECOGNITIONS PRI. Recognition of In -Sync Exotics. Mayor Porter announced that In -Sync Exotics was unable to attend this evening; therefore, this item will be moved to a future meeting. PR2. Eagle Scout Award - Brian Goodrich. Mayor Porter presented a proclamation recognizing Brian Goodrich for his achievement of the Eagle Scout Award. Goodrich was present to accept the proclamations and gave a brief description of his Eagle Scout project. PR3. National Human Trafficking Prevention Month. Mayor Porter recognized the month of January as National Human Trafficking Prevention Month. COMMENTS ON NON -AGENDA ITEMS Any member of the public may address Council regarding an item that is not listed on the Agenda. Members of the public must fill out a form prior to the meeting in order to speak. Council requests that comments be limited to three minutes for an individual, six minutes for a group. In addition, Council is not allowed to converse, deliberate or take action on any matter presented during citizen participation. Zahid Khan, Mohammad Abdul Moeed, Rania Noffel, Omer Shakoor, Hira Shakoor, Keli Abuhasheesh, Akheel Mohammed, Sara Khan, Shazia Al Hassan, Ahmed Al Hassan, and Alexandra Drago addressed Council requesting Council pass a Resolution for a cease-fire for Gaza. Mayor Porter convened the Council into a break at 6:50 p.m. Mayor Porter reconvened the Council at 7:01 p.m. Page11 0211312024 Item A. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion. There will not be separate discussion of these items. If discussion is desired, that item will be removed from the Consent Agenda and will be considered separately. A. Consider, and act upon, approval of January 9, 2024 Regular City Council Meeting minutes. B. Consider, and act upon, the City of Wylie Monthly Revenue and Expenditure Report for December 31, 2023. C. Consider, and place on file, the City of Wylie Monthly Investment Report for December 31, 2023. D. Consider, and place on file, the monthly Revenue and Expenditure Report for the Wylie Economic Development Corporation as of December 31, 2023. E. Consider, and act upon, Ordinance No. 2024-02 amending Ordinance No. 2023-39, which established the budget for fiscal year 2023-2024; providing for repealing, savings and severability clauses; and providing for an effective date of this ordinance. F. Consider, and act upon, Ordinance No. 2024-03 amending Ordinance No. 2023-39, which established the budget for fiscal year 2023-2024; providing for repealing, savings and severability clauses; and providing for an effective date of this ordinance. G. Consider, and act upon, Ordinance No. 2024-04 for a change in zoning from Multi -Family (MF) to Commercial Corridor - Special Use Permit (CC -SUP) on 0.198 acres to allow for an office use within a residential structure. Property located at 100 S. 3rd Street (ZC 2023-14). Council Action A motion was made by Councilman Mulliqi seconded by Councilman Williams, to approve the Consent Agenda as presented. A vote was taken and the motion passed 7-0. REGULAR AGENDA 1. Consider, and act upon, Resolution No. 2024-02(R) authorizing the City Manager of the City of Wylie to execute the Grade Crossing Construction Agreement between The Kansas City Southern Railway Company and the City of Wylie, Texas concerning the construction of the railway crossing of Eubanks Lane, north of Centennial Drive. Staff Comments Engineering Project Manager Jenneen Elkhalid addressed the Council stating this agreement is between the City and Kansas City Southern Railway (KCS), also now known as Canadian Pacific Kansas City (CPKC). This agreement is for the grade crossing and the new signal at Eubanks, just north of Centennial and south of the North Texas Municipal Water Districts (NTMWD) driveway. The estimated cost is $1,222,722 and is funded 80 percent by NTMWD and 20 percent by the City's east and west thoroughfare funds. The railroad will give the City a minimum of a week's notice for the closing of the railroad crossing, which will be closed for three days. Regarding the status of the project, franchise utilities are being finalized, permits are being approved through TxDOT, the contractor is in place, and the project will be ready to move forward after the crossing work is completed. Council Comments Mayor pro tem Forrester confirmed all the easements have been purchased from the landowners, and we are only waiting on the franchise utilities and the approval of this agreement. Elkhalid confirmed that was correct. Councilman Williams asked for additional information on the difference between the $1.2 million versus $2.4 million. Elkhalid replied the $1.2 million is the agreement with the railroad and the $2.4 million is a separate Interlocal Agreement with NTMWD as they are funding 80 percent of the project and due to inflation, the City Page12 0211312024 Item A. requested an additional $2.4 million from NTMWD to keep it at the 80 percent ratio. Williams clarified the $1.2 million is the actual cost to the City. Elkhalid confirmed that is correct, it is the cost for the railroad improvements. Councilman Strang asked for the detour route and asked what days they would be working. Elkhalid replied for the three days, drivers would need to take Skyview to CR 384 and then connect to either Parker Road or north on Highway 78, and as of now staff does not have specifics on which days they would be working but will work with them on the days to have the least amount of impact to drivers. Forrester confirmed the City can offer a variance to work on Sundays from the City Manager's Office and that may help with traffic concerns and would prefer to have weekend construction. Councilman Mulliqi asked if this agreement should be with CPKC instead of KCSR since they have merged, and requested the timeline of the construction on Eubanks. Elkhalid stated they clarified the name in the agreement with CPKC, and they anticipate about 15-18 months for construction of the entirety of the project and added that Eubanks will remain open minus the three days for the railroad crossing construction during the project. City Manager Parker added the City will do the best it can to try to coordinate the closing to have the least amount of impact on the drivers; however, the City does not have control over when the railroad crossing is closed. Council Action A motion was made by Mayor pro tem Forrester, seconded by Councilman Williams, to approve Item 1 as presented. A vote was taken and the motion passed 7-0. 2. Consider, and act upon, acceptance of the Annual Comprehensive Financial Report (ACFR) for FY 2022-23 following a presentation by the audit firm Weaver, LLP. Staff Comments Finance Director Brown addressed Council stating the City Charter requires that at the end of the fiscal year, an independent audit be made of all accounts of the City by a certified public accountant. In compliance with the City Charter, the City's outside auditor, Weaver LLP has performed an audit as of September 30, 2023. John DeBurro, representing Weaver, addressed the Council giving a presentation on the introduction of Weaver, the audit process, the audit results, required communications, financial highlights, and discussion. Weaver issued an unmodified opinion on the Independent Auditor's Report on the financial statements, and no material weaknesses were noted regarding the Independent Auditor's Report on Internal Control over Financial Reporting and on Compliance and other matters based on an Audit of Financial Statements Performed in accordance with Government Auditing Standards. DeBurro spoke on some financial highlights of the City including Governmental Funds revenues for the FY 2023 totaled $76.7 million, a $10.8 million increase, attributed primarily to a $4.2 million increase in intergovernmental revenues because of the federal financial assistance program revenue being recognized this year and a $2.5 million increase in interest income due to the favorable rates this past year, an increase in both sales and property taxes; comparison of Governmental Funds revenues increasing from $4.6 million in FY 2022 to $8.8 million in FY 2023; Governmental Funds expenditures for FY 2023 totaled $67.9 million, a slight increase of less than $1 million, attributed to capital outlay expenditures decreased $4.8 million, and public safety expenditures increased $3.3 million; the City's governmental funds reported a combined ending fund balance of $95 million at September 30, 2023 which was an increase of $28.8 million, primarily due to a $30.2 million increase in the Capital Projects Fund, the result of $16 million general obligation bonds issued, and a $12.1 million transfer from General Fund, and the unassigned fund balance in the General Fund, $28.6 million, represents 56.1 percent of general fund expenditures; the General Fund budget versus the actual budget was overall favorable with a budgetary variance of $7.2 million, with revenues over budget by $2.8 million, and expenditures $4.2 million below budget; and the Water and Sewer Fund net position increased by $8.4 million over the prior year attributed to the operating revenues increased $2.2 million primarily due to rate increases and increased consumption, operating expenses increased by $2.3 million primarily due to a $830,000 increase in water costs and a $1.4 million increase in wastewater treatment costs, and nonoperating revenue increased by $1.3 million due to a $1.2 million increase in interest income. Page 13 0211312024 Item A. Council Comments Mayor Porter thanked Weaver and the Finance Department staff for all of their work and professionalism. Councilman Williams confirmed staff will be coming to Council with a 2023 budget versus actual. Brown confirmed that staff will give a review before starting the budget process. Council Action A motion was made by Mayor pro tem Forrester, seconded by Councilman Strang, to approve Item 2 as presented. A vote was taken and the motion passed 7-0. EXECUTIVE SESSION Mayor Porter convened the Council into Executive Session at 7:29 p.m. Sec. 551.072. DELIBERATION REGARDING REAL PROPERTY; CLOSED MEETING. A governmental body may conduct a closed meeting to deliberate the purchase, exchange, lease, or value of real property if deliberation in an open meeting would have a detrimental effect on its negotiating position. ES1. Consider the sale or acquisition of properties located at Ballard/Brown, Brown/Eubanks, FM 544/Cooper, FM 544/Sanden, Jackson/Oak, Regency/Steel, State Hwy 78/Ballard, State Hwy 78/Brown, and State Hwy 78/Skyview. Sec. 551.087. DELIBERATION REGARDING ECONOMIC DEVELOPMENT NEGOTIATIONS; CLOSED MEETING. This chapter does not require a governmental body to conduct an open meeting: (1) to discuss or deliberate regarding commercial or financial information that the governmental body has received from a business prospect that the governmental body seeks to have locate, stay, or expand in or near the territory of the governmental body and with which the governmental body is conducting economic development negotiations; or (2) to deliberate the offer of a financial or other incentive to a business prospect described by Subdivision (1). ES2. Deliberation regarding commercial or financial information that the WEDC has received from a business prospect and to discuss the offer of incentives for Projects: 2013-9a, 2022-1c, 2022-10c, 2023- 1c, 2023-2d, 2023-3b, 2023-4c, 2023-5b, 2023-9b, 2023-10a, 2023-12c, 2024-1a, and 2024-1b. RECONVENE INTO OPEN SESSION Take any action as a result from Executive Session. Mayor Porter reconvened the Council into Open Session at 8:38 p.m. READING OF ORDINANCES Title and caption approved by Council as required by Wylie City Charter, Article 111, Section 13-D. City Secretary Storm read the captions of Ordinance Nos. 2024-02, 2024-03, and 2024-04 into the official record. ADJOURNMENT A motion was made by Councilman Strang, seconded by Councilman Hoover, to adjourn the meeting at 8:40 p.m. A vote was taken and the motion passed 7-0. Page14 IN 0211312024 Item A. Matthew Porter, Mayor ATTEST: Stephanie Storm, City Secretary Page 15 0211312024 Item 8. IAI fN CITY OF WYLIE Department Prepared By: City Secretary Stephanie Storm Wylie City Council AGENDA REPORT Account Code: isider, and act upon, Resolution No. 2024-03(R) of the City Council of the City of Wylie, Collin, Dallas and Rockwall nties, Texas, ordering a General Election to be held on May 4, 2024, in the City of Wylie, Texas, for the purpose of electing positions of two Council members (Place 2 and Place 4) of the Wylie City Council, to hold office for a period of three rs; designating locations of polling places; designating filing deadlines; and ordering Notices of Election to be given as scribed by law in connection with such election. to approve Item as presented. offices of two City Council members, Places 2 and 4, will expire in May 2024. By the proposed Resolution, the City ncil will order a General Election to be held on May 4, 2024. There will be one election for two Council seats, Place 2 Place 4, for the Wylie City Council positions appearing on one ballot. Election shall be administered by the Collin County, Rockwall County, and Dallas County Elections Administrators. The in County Elections Administrator shall administer the Election for the Collin County portion of Wylie, the Rockwall my Elections Administrator shall administer the Election for the Rockwall County portion of Wylie, and the Dallas my Elections Administrator shall administer the Election for the Dallas County portion of Wylie. voters shall vote in the county in which they are registered. This Resolution stipulates the polling places where qualified can cast ballots for the election. It also outlines the early voting by personal appearance locations and deadlines for 2024 Election Calendar is attached for your review. 0211312024 Item 8. RESOLUTION NO.2024-03(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, COLLIN, DALLAS AND ROCKWALL COUNTIES, TEXAS, ORDERING A GENERAL ELECTION TO BE HELD ON MAY 4, 2024, IN THE CITY OF WYLIE, TEXAS, FOR THE PURPOSE OF ELECTING THE POSITIONS OF TWO COUNCIL MEMBERS (PLACE 2 AND PLACE 4) OF THE WYLIE CITY COUNCIL, TO HOLD OFFICE FOR A PERIOD OF THREE YEARS; DESIGNATING LOCATIONS OF POLLING PLACES; DESIGNATING FILING DEADLINES; AND ORDERING NOTICES OF ELECTION TO BE GIVEN AS PRESCRIBED BY LAW IN CONNECTION WITH SUCH ELECTION. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, THAT: SECTION 1: An election is hereby ordered to be held on Saturday, May 4, 2024, for the purpose of electing persons to the offices of Council Members for Places 2 and 4; and SECTION 2: The election shall be administered by the election's administrators of Collin, Dallas and Rockwall Counties. The election officers and maximum number of clerks for said polling place shall be determined and appointed in accordance with the provisions of the contracts for election administration services. The designated Election Day polling places are as follows: The closest Election Day locations for Collin County voters are Collin College Wylie Campus (Student Center Lobby), 391 Country Club Road, Wylie, Texas 75098 and Wylie Senior Recreation Center (Dining Room), 800 Thomas Street #100, Wylie, Texas 75098. The closest Election Day locations for Dallas County voters are First UMC of Sachse (Gym), 1520 Blackburn Road, Sachse, Texas 75048; Sachse City Hall (Courtroom), 3815 Sachse Road, Building B, Sachse, Texas 75048; and BG Hudson Middle School (Practice Gym), 4405 Hudson Drive, Sachse, Texas 75048. The closest Election Day location for Rockwall County voters is the Rowlett Utility Customer Service Center (Conference Room) 6602 Dalrock Road, Rowlett, Texas 75088. Collin, Dallas, and Rockwall County voters may vote at any of the additional election day voting locations open under full contract services with the County Elections Administration for each respective county. Election polls shall be open from 7:00 a.m. until 7:00 p.m. on the date of the election. SECTION 3: The election shall be administered by the election's administrators of Collin, Dallas and Rockwall Counties. The election officers and maximum number of clerks for said polling place shall be determined and appointed in accordance with the provisions of the contracts for election administration services. The designated Early Voting polling places, dates, and hours, and information for applications for ballot by mail are as follows: Wylie early voting locations for Collin County voters are Collin College Wylie Campus (Student Center Lobby), 391 Country Club Road, Wylie, Texas 75098, and Wylie Senior Recreation Center (Dining Room), 800 Thomas Street #100, Wylie, Texas 75098. The main Early Voting location for Collin County voters is Collin County Elections (Voting Room), 2010 Redbud Blvd., Ste. 102, Resolution No. 2024-03(R) Ordering May 4, 2024 General Election Page 1 of 4 0211312024 Item 8. McKinney, Texas 75069. For more information regarding the City early voting locations within Collin County, please contact the Collin County Elections Department at (800) 687-8546 or www.collincountgov/elections. The main Early Voting location for Dallas County voters is the Dallas County Elections Training/Warehouse (Vote Center), 1460 Round Table Drive, Dallas, Texas 75247. For more information regarding the City early voting locations within Dallas County, please contact the Dallas County Elections Department at (469) 627-8683 or www.dallascountyyotes.org. The main Early Voting location for Rockwall County voters is the Rockwall County Library (Community Room), 1215 E. Yellowjacket Lane, Rockwall, Texas 75087; however, if both the City of Rockwall and Rockwall ISD are able to cancel their elections, the primary Early Voting location will be held at the city with the largest population within Rockwall County that is holding an election. For more information regarding the City early voting locations within Rockwall County, please contact the Rockwall County Elections Department at (972) 204-6200 or www.rockwallvotes.com. Collin, Dallas, and Rockwall County voters may vote at any of the additional early voting locations open under full contract services with the County Elections Administration for each respective county. Early voting for Collin County voters will begin on April 22, 2024 and continue through April 30, 2024 during the normal working hours of 8:00 a.m. to 5:00 p.m. with extended voting hours on April 27, 2024 from 8:00 a.m. to 5:00 p.m.; and, April 29, 2024 and April 30, 2024 from 7:00 a.m. to 7:00 p.m. Early voting for Dallas County voters will begin on April 22, 2024 and continue through April 30, 2024 during the normal working hours of 8:00 a.m. to 5:00 p.m. with extended voting hours on April 27, 2024 from 7:00 a.m. to 7:00 p.m.; April 28, 2024 from 12:00 a.m. to 6:00 p.m.; and, April 29, 2024 and April 30, 2024 from 7:00 a.m. to 7:00 p.m. Early voting for Rockwall County voters will begin on April 22, 2024 and continue through April 30, 2024 during the normal working hours of 8:00 a.m. to 5:00 p.m. with extended voting hours on April 27, 2024 from 10:00 a.m. to 3:00 p.m.; April 28, 2024 from 11:00 a.m. to 2:00 p.m.; and, April 29, 2024 and April 30, 2024 from 7:00 a.m. to 7:00 p.m. For Collin County voters, applications for ballot by mail shall be requested from and mailed to Collin County Elections, Attn: Bruce Sherbet, 2010 Redbud Blvd., Suite #102, McKinney, Texas 75069, faxed to 972-547-1996, or emailed to absenteemailballotinggcollincountytx.gov (if faxed or emailed, the original application must be mailed and received within four business days). For Dallas County voters, applications for ballot by mail shall be requested from and mailed to Dallas County Elections, Attn: Heider Garcia, 1520 Round Table Drive, Dallas, Texas 75247, faxed to 214- 819-6303, or emailed to evapplicationskdallascoun , .or (if faxed or emailed, the original application must be mailed and received within four business days). For Rockwall County voters, applications for ballot by mail shall be requested from and mailed to Rockwall County Elections, Attn: Christopher Lynch, 915 Whitmore Drive, Suite D, Rockwall, Texas 75087, faxed to 972-204-6209, or emailed to elections(cr�,rockwallcountytexas.com (if faxed or emailed, the original application must be mailed and received within four business days). Applications for ballots by mail must be received no later than the close of business on April 23, 2024. Resolution No. 2024-03(R) Ordering May 4, 2024 General Election Page 2 of 4 12 0211312024 Item 8. SECTION 4: Candidates must file for a specific place and adhere to the filing deadlines accordingly. Candidate Packets are available in the City Secretary's Office. The candidate filing periods for the General Election for Council seats, Place 2 and Place 4 are as follows: General Election Filing for Council Seats Places 2 and 4 Beginning: January 17, 2024 at 8:00 a.m. Ending: February 16, 2024 at 5:00 p.m. Candidates must file: • In person at the City Secretary's Office, 300 Country Club Road, Building 100, Wylie, Texas 75098; or • by mail to the City Secretary's Office, 300 Country Club Road, Building 100, Wylie, Texas 75098 (an application submitted by mail is considered to be filed at the time of its receipt by the appropriate filing authority); or • by fax to 972-516-6026; or • by email to stephanie.storm@m� ylietexas. og_v Please be advised that an application and petition must be signed and notarized prior to filing via mail, fax, or email. SECTION 5: For early voting in person, early voting by mail, election day voting and provisional voting, the following voting equipment will be used in Collin County: ES&S ExpressVote Universal voting machines (EVS 6.1.1.0), ES&S ExpressTouch curbside voting machines (EVS 6.1.1.0), ES&S DS200 ballot counters (EVS 6.1.1.0), ES&S Model DS450 and DS850 High -Speed Scanners/Tabulators (EVS 6.1.1.0), along with the required ancillary parts and services required for such voting tabulation system. For early voting in person, early voting by mail, election day voting and provisional voting, the following voting equipment will be used in Dallas County: ExpressVote Universal Voting System (EVS 6.0.2.0) consisting of Firmware 2.4.0.0; the ES&S DS200 Digital Precinct Scanner (EVS 6.0.2.0) consisting of Firmware 2.17.0.0; and ES&S Model DS850 High -Speed Scanner/Tabulator, Version 1 (EVS 6.0.2.0), along with the required ancillary parts and services required for this voting tabulation system. For early voting in person, early voting by mail, election day voting and provisional voting, the following voting equipment will be used in Rockwall County: ES&S ExpressVote Universal voting machines (EVS 6.0.2.0), ES&S DS200 ballot counters (EVS 6.0.2.0), ES&S Model DS450 High -Speed Scanner/Tabulator (EVS 6.0.2.0), along with the required ancillary parts and services required for such voting tabulation system. SECTION 6: The City Secretary is hereby authorized and directed to publish and/or post, in the time and manner prescribed by law, all notices required to be so published and/or posted in connection with the conduct of this election. The election, including providing notice of the election, shall be conducted in accordance with the Texas Election Code and other applicable law, and all resident qualified and registered voters of the City shall be eligible to vote at the election. SECTION 7: The Mayor and the City Secretary of the City, in consultation with the City Attorney, are hereby authorized and directed to take any and all actions necessary to comply with the provisions of the Texas Election Code and any other state or federal law in carrying out and conducting the election, whether or not expressly authorized herein. Resolution No. 2024-03(R) Ordering May 4, 2024 General Election Page 3 of 4 13 0211312024 Item 8. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Collin, Dallas, and Rockwall Counties, Texas, on this the 13th day of February, 2024. Matthew Porter, Mayor ATTEST: Stephanie Storm, City Secretary Resolution No. 2024-03(R) Ordering May 4, 2024 General Election Page 4 of 4 0211312024 It 8. Election Advisory No. 2023-25 May 4, 2024 Election and June 15, 2024 Runoff Election Law Calendar The uniform election date in May of an even -numbered year is a date on which many local political subdivisions, such as cities, school districts, and water districts, have their regular general elections for members of their governing bodies or special elections to fill vacancies. Therefore, this calendar is required to meet the needs of many diverse governmental bodies. House Bill 357 (88th Leg., R.S., 2023) amended Section 2.025 of the Texas Election Code to require the Secretary of State to set the runoff date for all runoff elections resulting from an election held on a uniform election date. Pursuant to Section 2.025, the Secretary of State has designated Saturday, June 15, 2024 as the election date for all runoff elections resulting from elections held by local political subdivisions on the May 4, 2024 Uniform Election Date. If there are questions about the applicability of something in this calendar to your specific election, do not hesitate to call the Elections Division of the Office of the Texas Secretary of State at 1-800-252-VOTE (8683). 1. Note on Campaign Information 2. Note on Statutory and Administrative Code References 3. Note on Web Posting Requirements 4. May Uniform Date (Even -Numbered Years) 5. Required Use of County Polling Places 6. Notice of Candidate Filing Periods 7. Joint Election Requirement for School Districts 8. Joint Elections Generally 9. Notice of Elections 10. Regular Days and Hours for Voting 11. Extended Early Voting Hours and Branch Locations 12. Temporary Branch Locations 13. Notice of Previous Polling Place 14. Testing Tabulating and Electronic Voting Equipment 15. Accepting Voters with Certain Disabilities and Curbside Voting 16. Law Regarding Faxed or Emailed ABBMs and Faxed FPCAs 17. Opportunity to Correct Defect(s) with Application for Ballot by Mail and Carrier Envelope 18. Reconciliation Forms 19. Online Training Materials 20. Services Performable Under Contract and Mandatory Office Hours 21. Early Voting Rosters 22. Inspection of Voted Ballots and Cast Vote Records Notes for June 15, 2024 Runoff Election (If Applicable) While this Election Law Calendar addresses certain deadlines, it is highly recommended that your entity completes its election requirements as soon as possible due to the short timeframe between the May 4, 2024 Uniform Election Date and the June 15, 2024 Runoff Election Date. 1. Note on Ordering The Runoff Election and Notice of Election Our office recommends ordering your runoff election and any extended weekday or weekend voting as soon as the final canvass has been completed due to the short timeframe between the May 4, 2024 election and the June 15, 2024 runoff election. Additionally, if possible, we recommend that a local political subdivision issue the notice of election immediately after the runoff election is ordered. Notice of a runoff election must be posted on the website of the political subdivision that ordered the election no later than the 15th day before election day, Friday, May 31, 2024. If the political subdivision does not maintain a website, the notice must be posted on the bulletin board used for posting notices of public meetings. (Sec. 2.026). The general rule is that, additionally, notice must be given using one of the following methods: 1. By posting a notice in each election precinct in which the election is to be held on or before the 15th day before the election, Friday, May 31, 2024. (Secs. 2.026, 4.003(a)(2)). 2. By publishing the notice at least once between the 30th day and the 10th day before the election, Thursday, May 16, 2024 - Wednesday, June 5, 2024. (Sec. 4.003(a)(1)). 3. By mailing a copy of the notice to each registered voter of the territory covered by the election, not later than the 10th day before election day, Wednesday, June 5 2024. (Sec. 4.003(a)(3)). Cities and School Districts: Cities and school districts are required to publish their notice in a newspaper in accordance with Section 4.003(a) (1) (See number 2 above) and may also give any additional notice. (Sec. 4.003(c)). If a county maintains a website, the county must post any 15 0211312024 Item B notice of a runoff election provided to the county by a political subdivision conducting a runoff election in the county to the county's website no later than the 15th day before election day, Friday, May 31, 2024. (Secs. 2.026, 4.003(b)). If the county does not maintain a website, school districts and cities must also post a copy of the notice on the governmental bulletin board used for posting notice of public meetings no later than the 15th day before election day, Friday, May 31, 2024. NOTE - Section 4.003 requires that counties post on the county website the notice and list of polling locations of any political subdivision that delivers their notice to the county under Section 4.008. This is regardless of whether the county is contracting with the entity. NOTE - Section 4.004 requires the notice of election to include the Internet website of the authority conducting the election. NOTE - Section 83.010 requires an election order and the election notice to state the early voting clerk's official mailing address or street address at which the clerk may receive delivery by common or contract carrier, if different, phone number, e-mail address, and the Internet website, if the early voting clerk has an Internet website. (Sec. 83.010). 2. Note on Testing and Ballot Programming Due to the short timeframe between the canvass of the main election and the date of the runoff election, our office strongly recommends that your local political subdivision finalize the ballot programming and conduct your Public Logic & Accuracy testing as soon as possible after the main election has been canvassed and the runoff election has been ordered. The Public Logic and Accuracy test must be completed no later than 48 hours before voting begins on a voting system used in the election. The last business day to conduct your public Logic and Accuracy testing is Friday, May 31, 2024. However, it is strongly recommended that such testing be completed as soon as possible after the ballot programming is finalized to allow time for corrections to programming, if necessary. 3. Note on Recounts The deadline for submitting an expedited recount petition for the main election is 2 p.m. of the second day after the date of the local canvass. It is possible that the timing of the recount may impact ballot preparation for the scheduled runoff election. As such, it is strongly recommended that the entity complete the requested recount in a timely manner following the submission of a recount petition. (Secs. 212.083, 212.089). If an expedited recount is requested for a main election that may result in a runoff election, the recount committee members must continue performing their duties on days that are not regular working days and during hours that are not regular working hours if necessary to complete the recount in time to avoid interfering with the orderly conduct of the scheduled runoff election. (Sec. 212.089). Because the June 15, 2024 runoff election occurs soon after the May 4, 2024 election, we recommend canvassing the May election as soon as possible to allow adequate time for your entity to prepare for the June runoff election. Calendar of Events December Monday, December 18, 2023 (30th day before Wednesday, January 17, 2024, first day to file an application for a place on the ballot) Cities, Schools, and Other Political Subdivisions: Post Notice of Deadline to File Applications for Place on the Ballot (PDF) in a building in which the authority maintains an office. The notice must be posted not later than the 30th day before the first day to file. (Sec. 141.040; Sec. 49.113, Water Code). This notice must be posted in addition to the posting the requirements and deadline for filing for candidacy under Section 2051.201, Government Code. (See Note 3). Water Districts: The notice must be posted at the district's administrative office or at the public place established by the district under Section 49.063 of the Water Code. (Sec. 49.113, Water Code). NOTE - The authority with whom an application for a place on the ballot is filed is required to designate an e-mail address in the notice required by Section 141.040 of the Code for the purpose of filing an application for a place on the ballot. NOTE - The delivery, submission, or filing of an application with an employee of the filing authority at the authority's usual place for conducting official business constitutes filing with the authority. (Sec. 1.007). NOTE - Candidates will need to provide an indication on their candidate application that the candidate has either not been finally convicted of a felony, or if so convicted, has been pardoned or otherwise released from the resulting disabilities. A person who has been convicted of a felony will need to include with the application proof that the person has been pardoned or otherwise released from the resulting disabilities. The application form must include a statement informing candidates of the requirement to submit this information. Further, the official application form will need to include a statement informing candidates that knowingly providing false information on their application related to their final felony conviction status is a Class B misdemeanor. (Secs. 141.031, 141.039). 16 0211312024 Item B. NOTE - School Districts: In addition to the general felony rule at Election Code Sec. 141.001 (finally convicted), a candidate for school oar must not have been convicted (finally convicted or otherwise) of specific crimes under the Education Code in time to serve. (Sec. 11.066, Education Code). January Monday, January 1, 2024 First day for voters to submit an ABBM, an Annual ABBM, or a Federal Postcard Application (FPCA). The Annual ABBM and FPCA allows the voter to receive ballots for all elections in which they are eligible to vote held in 2024. Voters who will be 65 or older on election day or voters with a disability are eligible to submit an annual application. The application is considered submitted at the time of receipt. (Secs. 84.001(e), 84.007, 86.0015). Monday, January 15, 2024 (Martin Luther King, Jr. Day) Wednesday, January 17, 2024 (30th day before Friday, February 16, 2024, regular filing deadline for a place on the ballot) First day to file an application for a place on the ballot or a declaration of write-in candidacy. (Secs. 143.007, 144.005, Election Code; Secs. 11.055, 130.082(g), Educ. Code). See Candidacy Filing outline for more details. The following forms are available on the Secretary of State's website: • Application for Place on City/School/Other Political Subdivision Ballot (PDF). • If your home rule city or special law district allows for a petition, the following petition may be used: Petition for Place on the City General Election Ballot (PDF) • Declaration of Write -In Candidacy for City, School, or other Political Subdivisions (PDF) NOTE: We are often asked how filing can begin if you have not yet ordered the general election. You do not need to order your general (regularly occurring) election in order for the filing period to begin. NOTE - The delivery, submission, or filing of an application with an employee of the filing authority at the authority's usual place for conducting official business constitutes filing with the authority. (Sec. 1.007) NOTE: Most elective offices now require that a candidate be a registered voter of the territory that the office is elected from as of the filing deadline or as of other statutory deadlines. (Sec. 141.001). For more information on the candidate voter registration requirement, see Voter Registration Requirements for Candidates. NOTE - Cities, Schools, and Other Political Subdivisions: There are political subdivisions that do not have office hours on all days of the business week (Monday through Friday) or do not have an office that is open for eight hours each day of the business week. The Elections Division recommends that political subdivisions take steps to have someone available for a few hours most days during the candidate filing period to accept filings, and that political subdivisions post a schedule on their websites and on the bulletin boards where notices of meetings are posted of the days and times when someone will be available to accept filings. The Elections Division also strongly recommends having someone available at the place of business on the filing deadline, especially from 2:00 PM to 5:00 PM, if you are otherwise closed. This guideline is based on the office -hour rule under Section 31.122 of the Election Code. Although a political subdivision may accept applications by mail, fax, or email without a person present at the office, the political subdivision will not be able to determine which applications were timely filed by 5:00 PM. NOTE - Candidate applications, other than those that must be accompanied by a filing fee, may be filed via email. The application must be a scanned copy of the candidate application and must be sent to the filing authority's designated email address for accepting applications. (Secs. 143.004, 144.003). Wednesday, January 31, 2024 (last weekday before February) Recommended date that county election officials and local political subdivisions meet to discuss conducting elections at the same polling locations pursuant to Section 42.002, as well as any applicable joint election issues needed to be agreed upon. NOTE: This is not a deadline; just a recommendation. February Monday, February 5, 2024 (89th day before election day, extended from 90th day, Sunday, February 4, 2024, Sec. 1.006) Last day for eligible political subdivisions to submit Notice of Exemption Under Section 61.013 (PDF) or an Application of Undue Burden Status (PDF) to the Secretary of State for exemption from the accessible voting system requirement. (Sec. 61.013). For additional information, consult 17 0211312024 Item 8. the most current advisory on this topic, Tex. Sec'y of State Election Advisory No. 2023-05. Tuesday, February 13, 2024 (81st day before election day; 3rd day before filing deadline) Political Subdivisions Other Than Counties: If a candidate dies on or before this date, his or her name is not placed on the ballot, if the filing deadline is Friday, February 16, 2024. (Sec. 145.094(a)(1)). NOTE: Section 145.098 states if a candidate dies on or before the deadline for filing an application for a place on the ballot, the authority responsible for preparing the ballots MAY choose to omit the candidate. If the authority does choose to omit the candidate, the deadline for filing an application for a place on the ballot is extended to the fifth day after the filing deadline, Wednesday, February 21, 2024. This extended deadline only applies to the regular filing deadline. It DOES NOT apply to the write-in deadline. Friday, February 16, 2024 (78th day before election day) Political Subdivisions Other Than Counties: 5:00 PM - Last day for a candidate in a political subdivision (other than a county) to file an application for a place on the ballot for general election for officers for most political subdivisions, except as otherwise provided by the Texas Election Code. (Secs. 143.007(c), 144.005(d); Sec. 11.055, Education Code; Chapter 286, Health & Safety Code). See Candidacy Filing outline for more details. NOTE - The delivery, submission, or filing of an application with an employee of the filing authority at the authority's usual place for conducting official business constitutes filing with the authority. (Sec. 1.007). NOTE — A home -rule city's charter may NOT provide an alternate candidate filing deadline. (Secs. 143.005(a), 143.007). NOTE — City Offices with Four -Year Terms: If no candidate has filed for a city office with a four- year term, the filing deadline is extended to 5:00 PM on Friday, March 8, 2024. (Sec. 143.008). NOTE — An application submitted by mail is considered to be filed at the time of its receipt by the appropriate filing authority. (Secs. 143.007(b), 144.005(b)). NOTE - When reviewing candidate applications, please make sure that the candidate has used the most current version of the form. Political Subdivisions Other Than Counties (General Election): Deadline for political subdivisions to order a general election to be held on Saturday, May 4, 2024, unless otherwise provided by the Election Code. (Sec. 3.005). One of the following forms may be used: • Order of Election for Municipalities (PDF) • Order of Election for Other Political Subdivisions (Including Schools)_(PDF). Political Subdivisions Other Than Counties (Special Election): Deadline to order a special election on a measure to be held on Saturday, May 4, 2024. One of the following forms may be used: • Order of Special Election for Municipalities (PDF) • Order of Special Election for Other Political Subdivisions (PDF) The order must include: The date of the election; The location of the main early voting polling place including the street address, room number, and building name. The order must designate which location is the main early voting polling place; The offices or measures to be voted on; (Recommended) Branch early voting polling places (see Notice of Elections above); The dates and hours for early voting (recommended for counties, but required for all other entities); The dates and hours of any Saturday and Sunday early voting (if applicable, it is recommended that this information be included in the order for counties, but it must be included for all other entities); and The early voting clerk's official mailing address or street address at which the clerk may receive delivery by common or contract carrier, if different, phone number, e-mail address, and the Internet website, if the early voting clerk has an Internet website. In addition to the information included above, an order for a debt obligation (bond) election must include (Sec. 3.009): the proposition language that will appear on the ballot; the purpose for which the debt obligations are to be authorized; the principal amount of the debt obligations to be authorized; that taxes sufficient to pay the principal of and interest on the debt obligations may be imposed; a statement of the estimated tax rate if the debt obligations are authorized or of the maximum interest rate of the debt obligations or any series of the debt obligations, based on the market conditions at the time of the election order; the maximum maturity date of the debt obligations to be authorized or that the debt obligations may be issued to mature over a specified number of years not to exceed the maximum number of years authorized by law; 18 0211312024 Item B the aggregate amount of the outstanding principal of the political subdivision's debt obligations as of the date the election is ordered; the aggregate amount of the outstanding interest on debt obligations of the political subdivision as of the date the election is ordered, which may be based on the political subdivision's expectations relative to variable rate debt obligations; and the ad valorem debt service tax rate for the political subdivision at the time the election is ordered, expressed as an amount per $100 valuation of taxable property. Recommended date to order the lists of registered voters from the county voter registrar. The list should include both the voters' residences and mailing addresses in order to conduct early voting by mail. (Sec. 18.006). The political subdivision should confirm that the most recent maps or boundary changes have been provided to the voter registrar. Recommended date to confirm telephone number for the county voter registrar's office on election day. Recommended date to order election supplies, other than ballots. (Subchapter A, Chapter 51). Political Subdivisions Other Than Counties: Recommended date to appoint presiding and alternate judges. Currently, the Election Code does not establish a deadline for appointing election officials; there is only a notification deadline. For further information concerning procedures for appointing judges and their alternates, see Sections 32.005, 32.008, and 32.011. General eligibility requirements are found in Subchapter C, Chapter 32. In addition to appointing a judge and alternate judge for each election precinct pursuant to Sections 32.001 and 32.005, the governing body must allow the judge to appoint no less than two clerks; however, the alternate judge must serve as one of the clerks as a matter of law. (Secs. 32.032, 32.033). The presiding judge then appoints an additional clerk(s), but not more than the maximum set by the governing body. (Sec. 32.033). Presiding judges and their alternates must be given a Notice of Appointment (PDF) not later than the 20th day after the appointment is made. (Sec. 32.009). If the appointment is for a single election, the notice may be combined with the Writ of Election (PDF), which is required to be delivered to each presiding judge not later than the 15th day before the election, Friday, April 19, 2024. (Secs. 4.007, 32.009(e)). If the notices are combined, both must be delivered by the date required by the earlier notice. See Note 19 regarding Online Training Materials. Water Districts: A water district is not required to provide a Notice of Appointment to a presiding judge, as required under Section 32.009, but must provide a Writ of Election (PDF). (Sec. 4.007; Sec. 49.110, Water Code). Recommended date to appoint the central counting station personnel (manager, tabulation supervisor and assistants to the tabulation supervisor), if applicable. (Secs. 127.002, 127.003, 127.004, and 127.005). There is no statutory notice requirement for members of the central counting station, but good practice suggests that written notice be given to them. Recommended date to appoint the presiding judge and alternate presiding judge of the early voting ballot board or to designate the election workers of one election precinct to serve as the early voting ballot board. (Secs. 87.001, 87.002, and 87.004). There is no statutory notice requirement for members of the early voting ballot board, but good practice suggests that written notice be given to them. Monday, February 19, 2024 (Presidents' Day) Tuesday, February 20, 2024 (74th day before election day) 5:00 PM - Deadline for write-in candidates to file Declarations of Write -In Candidacy (PDF) for regular officers for city, school district, library district, junior college district, hospital district, common school districts, Chapter 36 and 49 Water Code districts, and other political subdivision elections, unless otherwise provided by law. (Secs. 144.006(b), 146.054(b), 146.055, Election Code; Secs. 11.056, 11.304, 130.0825, Education Code; Sec. 326.0431, Local Government Code; Sec. 285.131, Health and Safety Code; and Secs. 36.059, 49.101, 63.0945, Water Code). SeeCandidacy Filing outline for more details. NOTE: An application submitted by mail is considered to be filed at the time of its receipt by the appropriate filing authority. (Secs. 143.007(b), 144.005(b)). Wednesday, February 21, 2024 (73rd day before election day; 5th day after regular filing deadline) If a candidate dies on or before the deadline for filing an application for a place on the ballot, the authority responsible for preparing the ballots MAY choose to omit the candidate's name If the authority does choose to omit the candidate's name, the deadline for filing an application for a place on the ballot is extended to the fifth day after the filing deadline, February 21 st. This extended deadline only applies to the regular filing deadline. It DOES NOT apply to the write-in deadline. (Sec. 145.098). Thursday, February 22, 2024 (72nd day before election day) First day to post Notice of Drawing for Place on Ballot (PDF). if drawing is to be conducted on Monday, February 26, 2024. This notice must be posted for 72 hours immediately preceding the time of the drawing. (Sec. 52.094(c)). The authority conducting the ballot position drawing shall provide notice of the date, hour, and place of the drawing to candidates by this date if the drawing is to be conducted on Monday, February 26, 2024, as recommended. (Sec. 52.094(d)). If a candidate in a special election files on this date, they should be given a copy of the notice at the time they file. 19 1 The authority conducting the drawing shall provide notice of the date, hour, and place of the drawing to each candidate. provide written notice at the time the candidate files an application with the appropriate authority. [0211312024 Item B. The author y may If notice was not provided at the time the candidate filed an application, the notice may be provided by: 1. written notice that is mailed to the address stated on the candidate's application not later than the fourth day before the date of the drawing; or 2. telephone, if a telephone number is provided on the candidate's application; or 3. by e-mail, if an e-mail address was provided on the candidate's application. (Sec. 52.094). Friday, February 23, 2024 (71st day before election day) Political Subdivisions Other Than Counties: 5:00 PM —Last day for a candidate to withdraw, by submission of a notarized Certificate of Withdrawal (PDF) or a notarized letter. If a candidate withdraws or is declared ineligible by this date, his or her name is omitted from the ballot. (Secs. 145.092(f), 145.094(a)(4), 145.096(a)(4)). For special circumstances regarding withdrawal of a candidate before ballots are prepared, please contact the Elections Division of the Office of the Texas Secretary of State. Political Subdivisions Other Than Counties: 5:00 PM — Last day to withdraw as a write- in candidate in the general election ordered by a political subdivision other than a county. (Secs. 144.006(c), 146.0301, 146.054(c)). (Candidates may use the Certificate of Withdrawal (PDF)). Recommended first day that an election may be cancelled if all filing deadlines have passed, each candidate for an office listed on the ballot is unopposed (except as discussed below), and write- in votes may be counted only for names appearing on a list of write-in candidates. (Sec. 2.052). The Certification of Unopposed Candidates for Other Political Subdivisions (PDF) may be used to certify candidates as unopposed. Also, see our Sample Order of Cancellation (PDF). A special election of a political subdivision is considered to be a separate election with a separate ballot from a general election for officers of the same political subdivision held at the same time as the special election. Therefore, the fact that there may be a proposition on the ballot will not prevent a cancellation of an election for candidates who are unopposed. (Sec. 2.051(a)). If any members of the political subdivision's governing body are elected from territorial units, such as single member districts, an election shall be cancelled in a particular territorial unit if each candidate for an office that is to appear on the ballot in that territorial unit is unopposed and no opposed at -large race is to appear on the ballot. An unopposed at -large race shall be cancelled in an election regardless of whether an opposed race is to appear on the ballot in a particular territorial unit. (Sec. 2.051(b)). This recommended cancellation deadline presumes a filing deadline of Friday, February 16, 2024 and a write-in deadline of Tuesday, February 20, 2024. Special elections may have different deadlines, and may be cancelled separately. For more information on cancellation of elections, please see the Secretary of State's Advisory - Cancellation of Election for Local Political Subdivisions (Not County)_ NOTE — Under Section 2.053 of the Texas Election Code, this cancellation process is mandatory rather than discretionary. For additional information, consult the outline on Cancellation of Election for Local Political Subdivisions (Not County_). NOTE: Political Subdivision Holding a Special Election to Fill a Vacancy: If you are having a special election to fill a vacancy for an unexpired (partial) term, you must not cancel the special election until after all deadlines to file for a special vacancy election have passed. Reminder: The cancellation procedures allow general and special elections to be considered separate elections for cancellation purposes. If the elections are separated, note there are procedures related to listing unopposed candidates in the same relative order on the ballot. See Sec. 2.053, Election Code and the Secretary of State's outline on Cancellation of Election for Local Political Subdivisions (Not County), Saturday, February 24, 2024 (70th day before election day) Last day to order a special election to fill a vacancy (if authorized to fill vacancies by special election) and have the filing deadline be the 62nd day before election day. (Secs. 201.054(a)(1), 201.052). Please note that the Election Code requires the election to be ordered as soon as practicable after the vacancy occurs. (Sec. 201.051). One of the following forms may be used: • Order of Special Election for Municipalities (PDF) • Order of Special Election for Other Political Subdivisions (PDF). NOTE: Section 201.054 provides that if the special election to fill a vacancy is ordered (1) on or before the 70th day before election day, the candidate application must be filed by 5:00 PM on the 62nd day before election day, OR (2) after the 70th day but on or before the 46th day before election day, the candidate application must be filed by 5:00 PM on the 40th day before election day. This is the first of the two possible ordering times. We do not interpret the 70th day order date here as "moving" to the next business day because the date falls on a Saturday, as this is not the last day to order a special election to fill a vacancy for this uniform election date. If a candidate in a special election files on this date, they should be given a copy of the notice at the time they file. NOTE - A candidate must provide an indication on their candidate application that the candidate has either not been finally convicted of a felony, or if so convicted, has been pardoned or otherwise released from the resulting disabilities. A person who has been convicted of a felony will need to include with the application proof that the person has been pardoned or otherwise released from the resulting disabilities. The application form must include a statement informing candidates of the requirement to submit this information. Further, the official application form will need to 20 0211312024 Item B. include a statement informing candidates that knowingly providing false information on their application related to their final felony conviction status is a Class B misdemeanor. (Secs. 141.031, 141.039). NOTE - School Districts: In addition to the general felony rule at Election Code Sec. 141.001 (finally convicted), a candidate for school board must not have been convicted (finally convicted or otherwise) of specific crimes under the Education Code in time to serve. (Sec. 11.066, Education Code). Monday, February 26, 2024 (68th day before election day) Recommended date to conduct ballot position drawing. (Sec. 52.094). You should also certify today to the county election officer the offices, propositions (in all necessary languages), and candidates' names (including the order) as they are to appear on the ballot, if you are contracting to have the county conduct your election or if you are conducting a joint election with the county. See entry for February 22, 2024 regarding ballot drawing. NOTE - After the ballot drawing has occurred, the Elections Division recommends that you proof and test your ballot programming as soon as possible and prior to the deadline to mail a ballot if the political subdivision will be using automatic tabulating equipment to count the mail ballots or if your mail ballots are printed from the same database used to program your precinct scanners and/or DREs (See Note 14.) The Elections Division also recommends that you provide candidates with copies of ballot proofs so that candidates may verify the correctness of their names, positions sought, and order of names on the ballot. Thursday, February 29, 2024 (Leap Year) March Saturday, March 2, 2024 (Texas Independence Day) Monday, March 4, 2024 (61st day before election day, extended from 62nd day, Sunday, March 3, 2024, Sec. 1.006) Political Subdivisions Other Than Counties: 5:00 PM — Last day to file an application for a place on the ballot in a special election (PDF) to fill a vacancy, if the special election is ordered on or before the 70th day before election day, Saturday, February 24, 2024. (Secs. 1.006, 201.054(a) (1)). (For more details about Section 201.054 and the two possible special election deadlines, see entry for Saturday, February 24, 2024)_ Political Subdivisions Other Than Counties: 5:00 PM — Deadline for write-in candidates to file Declarations of Write -In Candidacy_(PDF) for officers for city, school district, library district, junior college district, hospital district, and common school districts in a special election to fill a vacancy if the special election is ordered on or before the 70th day before election day, Saturday, February 24, 2024. (Sec. 201.054(a)(1), 201.054(g)). NOTE: A declaration of write-in candidacy for a special election must be filed not later than the regular filing deadline to apply for a place on the ballot. The deadline to file an application for a place on the ballot in a special election to fill a vacancy, if the special election is ordered on or before the 70th day before election day, Saturday, February 24, 2024, is Monday, March 4, 2024. (Sec. 1.006). NOTE - Sections 141.031 and 141.039 of the Code provide the application requirements related to a candidate's final felony conviction status and what must be included on the candidate application form. Specifically, candidates will need to provide an indication on their candidate application that the candidate has either not been finally convicted of a felony, or if so convicted, has been pardoned or otherwise released from the resulting disabilities. A person who has been convicted of a felony will need to include with the application proof that the person has been pardoned or otherwise released from the resulting disabilities. The application form must include a statement informing candidates of the requirement to submit this information. Further, the official application form will need to include a statement informing candidates that knowingly providing false information on their application related to their final felony conviction status is a Class B misdemeanor. (Secs. 141.031, 141.039). NOTE - When reviewing candidate applications, please make sure that the candidate has used the most current version of the form. NOTE - School Districts: In addition to the general felony rule at Election Code Sec. 141.001 (finally convicted), a candidate for school board must not have been convicted (finally convicted or otherwise) of specific crimes under the Education Code in time to serve. (Sec. 11.066, Education Code). NOTE — Section 52.094 of the Code requires the authority conducting the drawing to provide notice of the date, hour, and place of the drawing to each candidate by: 1) written notice that is mailed to the address stated on the candidate's application not later than the fourth day before the date of the drawing; or 2) provided at the time the candidate files an application with the appropriate authority. If not provided at the time the candidate files an application, the notice may be provided by telephone, if a telephone number is provided on the candidate's application or by e- mail, if an e-mail address was provided on the candidate's application. (Sec. 52.094). (Notice of Drawing for Place on Ballot).(PDF)_ Tuesday, March 5, 2024 (60th day before election day) Political Subdivisions Other Than Counties: Last day for the governing body of a political subdivision to deliver notice of the election to the county clerk/elections administrator and voter registrar of each county in which the political subdivision is wholly or partly located. (Sec. 4.008). NOTE FOR COUNTIES - Section 4.003 requires that counties post on the county website the notice and list of polling locations of any political subdivision that delivers their notice to the county under Section 4.008. This is regardless of whether the county is contracting with the entity. See Note 9 for more information on the requirements related to the Notice of Election. NOTE - Section 4.004 requires the notice of election to include the Internet website of the authority conducting the election. 21 0211312024 Item B. NOTE - Section 83.010 requires an election order and the election notice to state the early voting clerk's official mailing address or street address at which the clerk may receive delivery by common or contract carrier, if different, phone number, e-mail address, and the Internet website, if the early voting clerk has an Internet website. (Sec. 83.010). Recommended date for county clerk/county elections administrator to deliver an initial list of voters who have submitted annual applications for ballot by mail under Section 86.0015 and scans or photocopies of those applications to the early voting clerk of any political subdivision located within the county that is holding an election on May 4, 2024. The list should only include voters that reside in the political subdivision holding the election. The list should only be created and sent to those political subdivisions that have provided notice of the election to the county clerk/elections administrator. See also, the note below and the entry_ at Tuesday, April 23, 2024, for more information about delivery of a final list of voters. See entry at Monday, April 22, 2024 for more information on the delivery of copies/images of the applications. NOTE: Section 86.0015 requires the county clerk/elections administrator to provide a list of voters that have submitted an annual application for ballot by mail to all political subdivisions in their county holding an election. The law only applies to elections for which the county clerk/elections administrator is not the early voting clerk via a contract for election services or joint election agreement. The Election Division strongly recommends that the county and political subdivisions discuss the frequency and method for which these lists should be transmitted to ensure that ballots are sent out in a timely manner. Finally, the county clerk/elections administrator must deliver either photocopies or scanned images of the applications (under Section 87.126) to the early voting clerk of the political subdivision before the ballots by mail are delivered to the early voting ballot board for qualifying and counting under Section 87.041. Thursday, March 7, 2024 (58th day before election day, 20th day after February 16, 2024) Last day to notify election judges of their appointment if they were appointed, as recommended, by Friday, February 16, 2024. (Sec. 32.009(b)). Presiding judges and their alternates must be notified (PDF) of their appointment in writing, not later than the 20th day after the date the appointment is made. If the appointment is for a single election, the notice may be combined with the Writ of Election (PDF), which is required to be delivered to each presiding judge not later than the 15th day before the election, Friday, April 19, 2024. (Sec. 4.007, 32.009(e)). If the notices are combined, both must be delivered by the date required by the earlier notice. Friday, March 8, 2024 (57th day before election day) Political Subdivisions: 5:00 PM —Last day for a candidate to file Certificate of Withdrawal (PDF) in a special election, in which the filing deadline is the 62nd day before election day. If a candidate withdraws or is declared ineligible by this date, his or her name is omitted from the ballot. (Secs. 145.092(b), (e) and 145.094(a)(3)). For special circumstances regarding withdrawal of a candidate before ballots are prepared, please contact the Elections Division of the Office of the Texas Secretary of State. City Offices with Four -Year Terms: 5:00 PM — Extended filing deadline in cities with four-year terms of office, when no candidate files for a particular office by the regular filing deadline of Friday, February 16, 2024. (Sec. 143.008). (See entry for Friday, February 16, 2024). Sunday, March 10, 2024 (Daylight Savings) Friday, March 15, 2024 (50th day before election day) Deadline to challenge the filing of an application for a place on the ballot as to form, content, and procedure. (Sec. 141.034) NOTE - Section 141.034 of the Code provides that a candidate application cannot be challenged for "Form, Content, and Procedure" defects after the 50th day before the date of the election for which the application is made. (Sec. 141.034). Friday, March 15, 2024 - Thursday, June 13, 2024 (50th day before election day — 40th day after election day) Mandatory Office Hours: Each county clerk, city secretary, or secretary of a governing body (or the person performing duties of a secretary) must keep the office open for election duties for at least 3 hours each day, during regular office hours, on regular business days. (Sec. 31.122). NOTE: Independent School Districts: A "regular business day" means a day on which the school district's main business office is regularly open for business. (Sec. 31.122(b)). NOTE: If a school district's spring break falls during the mandatory office hour period under Section 31.122 of the Election Code, a school district is not required to have someone present for three hours during the days the school district's main business office is not regularly open for business. However, we strongly recommend posting notice with contact information for open records requests. You should also have one of your elections personnel check at least once a day in the event a voter sent an ABBM to the school district address, fax, or e-mail. NOTE: Good Friday falls during the mandatory office hour period under Section 31.122 of the Election Code. Section 31.122 applies to Good Friday; therefore entities, other than school districts, will need to be open for at least 3 hours that day. Section 31.122(b) grants school districts an exception if Good Friday is a local holiday and a day the school district's main business office is not regularly open for business. (Sec. 31.122). NOTE: Special Elections: In the case of a special election, the office hour rule is triggered starting the third day after the special election is ordered. (Sec. 31.122). 22 Fio—nservices 13/2024 Item B. NOTE: Section 31.096 of the Code addresses nontransferable functions under an election services contract. Specifically, an elec contract may not change the political subdivision's requirement to maintain office hours under Section 31.122. Section 31.096 of the Code also allows a county that has contracted with a city to be the custodian of voted ballots for a city election. (Sec. 31.096). See Note 20. Sunday, March 17, 2024 (48th day before election day) Last day to publish notice (PDF) for testing of automatic tabulation equipment testing and logic and accuracy testing (L&A testing) of a voting system that uses direct recording electronic (DRE) voting machines and precinct scanners if test will be completed by recommended deadline of Tuesday, March 19, 2024. Notice of the public tests must be published at least 48 hours before the test begins. (Secs. 127.093, 127.096, 129.022, 129.023). See Note 14,above. Tuesday, March 19, 2024 (46th day before election day) Political Subdivisions: Last day to order a special election to fill a vacancy (if authorized to fill vacancies by special election). If the election was ordered after the 70th day before election day, the filing deadline will be the 40th day before election day. (Secs. 201.052, 201.054(a)(2)). The Election Code requires the election to be ordered as soon as practicable after the vacancy occurs. (Sec. 201.051). The following forms may be used: • Order of Special Election for Municipalities (PDF) • Order of Special Election for Other Political Subdivisions (PDF). Please note that the Election Code requires the election to be ordered as soon as practicable after the vacancy occurs. (Sec. 201.051). (For more information about the write-in declaration deadline, see Monday, March 25, 2024 note entry. For more details about Section 201.054 and the two possible special election deadlines, see Saturday, February 24, 2024 note entry.) NOTE- Sections 141.031 and 141.039 of the Code provide the application requirements related to a candidate's final felony conviction status and what must be included on the candidate application form. Specifically, candidates will need to provide an indication on their candidate application that the candidate has either not been finally convicted of a felony, or if so convicted, has been pardoned or otherwise released from the resulting disabilities. A person who has been convicted of a felony will need to include with the application proof that the person has been pardoned or otherwise released from the resulting disabilities. The application form must include a statement informing candidates of the requirement to submit this information. Further, the official application form will need to include a statement informing candidates that knowingly providing false information on their application related to their final felony conviction status is a Class B misdemeanor. (Secs. 141.031, 141.039). NOTE - When reviewing candidate applications, please make sure that the candidate has used the most current version of the form. NOTE - School Districts: In addition to the general felony rule at Election Code Sec. 141.001 (finally convicted), a candidate for school board must not have been convicted (finally convicted or otherwise) of specific crimes under the Education Code in time to serve. (Sec. 11.066, Education Code). Recommended date to conduct the first test of the automatic tabulating equipment and for logic and accuracy (L&A test) test on precinct scanners and DREs. (Secs. 127.093, 127.096, 129.022, 129.023). The SOS recommends you complete your first round of testing prior to mailing your mail ballots if those ballots will be counted using automatic tabulation equipment. If you conduct your first round of testing by this date, you must publish notice of the test 48 hours prior to testing. See Note 14, above. NOTE- The general custodian of election records is required to demonstrate, using a representative sample of voting system equipment, that the source code of the equipment has not been altered. (Sec. 129.023(c-1)). See Tex. Sec'y of State Election Advisory No. 2019-23 and Tex. Sec'y of State Election AdvisoryNo. 2022-30 for more information on hash validation and voting system procedures. Wednesday, March 20, 2024 (45th day before election day) Deadline to mail ballots to military or overseas voters who already submitted their ballot requests via a federal postcard application (FPCA) or via a standard application for ballot by mail (ABBM) and indicated that they are outside the United States. If the early voting clerk cannot meet this 45th-day deadline, the clerk must notify the Secretary of State within 24 hours. (Sec. 86.004(b)). NOTE - An FPCA may be submitted by in -person delivery by the voter in accordance with Section 84.008 of the Code or by common or contract carrier. Further, an application is considered submitted in the following calendar year if: 1) the applicant is eligible to vote in an election occurring in January or February of the next calendar year; and 2) the application is submitted in the last 60 days of a calendar year but not earlier than the 60th day before the date of the January or February election. (Sec. 101.052). NOTE - A member of the Texas National Guard or the National Guard of another state or a member of a reserve component of the armed forces of the United States serving on active duty under an order of the President of the United States or activated on state orders, or the spouse or dependent of a member, may submit an FPCA. (Sec. 101.001). For a full list of eligible FPCA voters, see Note 16. Reminder Regarding FPCAs and Overseas ABBMs: If the early voting clerk receives an FPCA (from a military or non-military voter) or an ABBM from an overseas voter after the 45th day deadline, then the ballot must be mailed within seven days after the early voting clerk receives the FPCA or ABBM. (Secs. 86.004(b), 101.104). 23 0211312024 Item B Reminder: In regards to mail ballots for other voters (not military voters using an FPCA or overseas voters using an FPCA or ABBI ,the early voting clerk must mail a ballot not later than the 7th day after the later of: (1) the date the early voting clerk has accepted a voter's application for a ballot by mail or (2) the date the ballots become available for mailing. However, if the 7th day falls earlier than the 37th day before election day, the voter's mail ballot must be mailed no later than the 30th day before election day. (Sec. 86.004(a)). This means that for every application that is accepted by the early voting clerk before the 37th day before election day, the balloting materials must be mailed by the 30th day before election day. Any application that comes in after the 37th day before election day will follow the 7-day timeline in Sec. 86.004. NOTE - Information on the early voting roster for both early voting in person and early voting by mail must be made available for public inspection and on the county's website if the county clerk or elections administrator is serving as the early voting clerk. For an election held by a political subdivision in which the county clerk or elections administrator is not serving as the political subdivision's early voting clerk, then the information on the roster must be made available on the Internet website of the authority ordering the election. The early voting roster shall be posted by 11:00 a.m. on the day after the information is entered on the roster (for early voting in person) or by 11:00 a.m. on the day after the early voting clerk receives a ballot voted by mail. If the entity does not maintain a website, the information must be on the bulletin board used for posting notices. (Sec. 87.121). See Note 21. NOTE - Section 87.121 of the Code provides that if an early voting clerk fails to post their early voting rosters in accordance with Section 87.121, a person registered to vote in the county where the early voting clerk is conducting early voting may file a complaint with the Secretary of State regarding the early voting clerk's noncompliance. The Secretary of State by rule shall create and maintain a system for receiving and recording these complaints. (Sec. 87.121). Monday, March 25, 2024 (40th day before election day) Political Subdivisions: 5:00 PM — Last day to file for a place on the ballot in a special election to fill a vacancy, if the special election is ordered after the 70th day before election day, but on or before the 46th day before election day, Tuesday, March 19, 2024. (Sec. 201.054(a)(2)). (For more details about Section 201.054 and the two possible special election deadlines, see Saturday, February 24, 2024 note entry.) Political Subdivisions: 5:00 PM — Deadline for write-in candidates to file Declarations of Write -In Candidacy (PDF) for officers for city, school district, library district, junior college district, hospital district, and common school districts in a special election to fill a vacancy if the special election is ordered after the 70th day before election day, but on or before the 46th day before election day, Tuesday, March 19, 2024. (Sec. 201.054(a)(1), 201.054(g)). NOTE - Section 201.054(g) provides that a declaration of write-in candidacy for a special election must be filed not later than the filing deadline. NOTE - When reviewing candidate applications, please make sure that the candidate has used the most current version of the form. NOTE - Sections 141.031 and 141.039 of the Code provide the application requirements related to a candidate's final felony conviction status and what must be included on the candidate application form. Specifically, candidates will need to provide an indication on their candidate application that the candidate has either not been finally convicted of a felony, or if so convicted, has been pardoned or otherwise released from the resulting disabilities. A person who has been convicted of a felony will need to include with the application proof that the person has been pardoned or otherwise released from the resulting disabilities. The application form must include a statement informing candidates of the requirement to submit this information. Further, the official application form will need to include a statement informing candidates that knowingly providing false information on their application related to their final felony conviction status is a Class B misdemeanor. (Secs. 141.031, 141.039). NOTE - School Districts: In addition to the general felony rule at Election Code Sec. 141.001 (finally convicted), a candidate for school board trustee must not have been convicted (finally convicted or otherwise) of specific crimes under the Education Code in time to serve. (Sec. 11.066, Education Code). NOTE - Section 52.094 of the Code requires the authority conducting the drawing to provide notice of the date, hour, and place of the drawing to each candidate by: 1) written notice that is mailed to the address stated on the candidate's application not later than the fourth day before the date of the drawing; or 2) provided at the time the candidate files an application with the appropriate authority. If not provided at the time the candidate files an application, the notice may be provided by telephone, if a telephone number is provided on the candidate's application or by e- mail, if an e-mail address was provided on the candidate's application. (Sec. 52.094). (Notice of Drawing for Place on Ballot (PDF)). Friday, March 29, 2024 (Good Friday) Note that the office hour requirement of Section 31.122 applies to Good Friday. For more information on the office hour rule, see the entry for March 15, 2024 — June 13, 2024. Saturday, March 30, 2024 (35th day before election day) Political Subdivisions Other Than Counties: 5:00 PM — Last day for a candidate to file a Certificate of Withdrawal (PDF) in a special election in which the filing deadline is the 40th day before election day. If a candidate withdraws or is declared ineligible by this date, his or her name is omitted from the ballot. This deadline does not extend to the next business day under Section 1.006. (Secs. 145.092(a), 145.094(a)(2)). Sunday, March 31, 2024 (Easter Day/Cesar Chavez Day) April 24 0211312024 Item B Thursday, April 4, 2024 (30th day before election day) Last day to register to vote or make a change of address effective for the May 4, 2024 election. (Secs. 13.143, 15.025). NOTE - A voter who submits a change of address after this date may still be eligible to return to his or her previous precinct to vote under "fail- safe" voting, if he or she still resides in the same county and the same local political subdivision, if applicable, conducting the election. (Secs. 15.025, 63.0011). NOTE - A Federal Postcard Application (FPCA) also serves as an application for permanent registration under Texas law unless the voter marked "my intent to return is uncertain" (2019 form (PDF)), or "my return is uncertain" (2017 form)). The early voting clerk should make a copy (for mailing ballots, keeping records, etc.), then should forward the original to the county voter registrar, as soon as practicable. (Sec. 101.055; 1 T.A.C. § 81.40(a), (c)(2)). Deadline for early voting clerk to mail a ballot by mail to a voter if the voter's Application for Ballot by Mail (ABBM) was accepted by the early voting clerk on or before Thursday, March 28, 2024. (Sec. 86.004(a)). NOTE: In regards to mail ballots for other voters (not military voters using an FPCA or overseas voters using an FPCA or ABBM), the early voting clerk must mail a ballot not later than the 7th day after the later of: (1) the date the early voting clerk has accepted a voter's application for a ballot by mail or (2) the date the ballots become available for mailing. However, if the 7th day falls earlier than the 37th day before election day, the voter's mail ballot must be mailed no later than the 30th day before election day. (Sec. 86.004(a)). This means that for every application that is accepted by the early voting clerk before the 37th day before election day, the balloting materials must be mailed by the 30th day before election day. Any application that comes in after the 37th day before election day will follow the 7-day timeline in Sec. 86.004. First day of period during which notices of election must be published in a newspaper of general circulation if method of giving notice is not specified by a law outside the Texas Election Code, and this method of giving notice is selected. The notice for elections ordered by the governor, by a county authority, or by an authority of a city or school district must be given by publication in a newspaper in addition to any other method specified by a law outside the Election Code. (Sec. 4.003(a)(1), (c), (d)). This notice may be combined with the other notices you are required to publish. The election notice shall be posted on the political subdivision's website. See Note on Notice of Elections. NOTE - Section 4.004 requires the notice of election to include the Internet website of the authority conducting the election. (Sec. 4.004(a)). NOTE - Section 83.010 of the Code requires an election order and the election notice to state the early voting clerk's official mailing address or street address at which the clerk may receive delivery by common or contract carrier, if different, phone number, e-mail address, and the Internet website, if the early voting clerk has an Internet website. (Sec. 83.010). Recommended date for early voting clerk to issue order calling for appointment of signature verification committee if one has been appointed. (Sec. 87.027). This form may be used to issue order: Order Calling for Signature Verification Committee (PDF). If the signature verification committee will start meeting on Sunday, April 14, 2024, the early voting clerk must post a copy of the order calling for appointment of the signature verification committee on or before this date, in order to give notice of the meeting. The order must remain posted continuously for at least 10 days before the first day the committee meets. (Secs. 87.027, 1.006). Cities, Schools, and Other Political Subdivisions: It is strongly recommended that the Notice of Voting Order Priority (PDF) for voters with mobility issues also be posted on the subdivision's website, if one is maintained by the political subdivision. (Secs. 63.0015, 85.007(d)). For more information on this requirement, see Note 15. Counties: The recommended time to include this notice on a county website is when the notice of election is also posted on the website. This notice is required to go on the county's website. (Secs. 63.0015, 85.007(d)). NOTE - Notice of Previous Polling Place: If a different polling place is being used than at the previous election held by the same authority, Notice of Change to Polling Place (PDF) must be posted at the entrance of the previous polling place informing voters of the current polling place location, if possible. (Sec. 43.062). Friday, April 5, 2024 (29th day before election day) Recommended last day for early voting clerk to coordinate with the voter registrar receipt of supplemental and registration correction lists, if applicable, or coordinate receipt of revised original list from the voter registrar for early voting by personal appearance. (Secs. 18.001, 18.002, 18.003, 18.004). NOTE- Per Sections 18.002 and 18.003 of the Code, supplemental and corrected voter registration lists must be provided as needed to ensure all eligible voters appear on the official list of registered voters. (Secs. 18.002, 18.003). Tuesday, April 9, 2024 (25th day before election day) Recommended last date for the governing body of political subdivision, as appropriate to appoint a signature verification committee (if one was ordered by the early voting clerk on Thursday, April 4, 2024). See entry under Thursday, April 4, 2024. (Secs. 51.002, 87.027). The members must be appointed not later than the fifth day after the order was issued by the early voting clerk. The appointing authority must post a notice of 25 0211312024 Item B. the appointment of committee members continuously until the last day the signature verification committee meets. This form may be used for the notice: Notice of Appointment of Signature Verification Committee (PDF). Counties: For timeframes for appointment of various election workers for counties, see Tex. Sec'y of State Election Advisory No. 2023-06. Saturday, April 13, 2024 (21st day before election day) Last day to post notice of election on bulletin board used for posting notices of meetings of governing body. (Sec. 4.003(b)). A Record of Posting Notice of Election (PDF) should be completed at the time of posting. (Secs. 1.006, 4.005). See Note on Notice of Elections. Last day to post notice of election in each election precinct, if the method of giving notice is not specified by a law outside the Election Code and notice is given by this method in lieu of publication. (Secs. 1.006, 4.003(a)(2)). Cities and school districts must publish their notice in the newspaper. A Record of Posting Notice of Election (PDF) should be completed at the time of posting. (Secs. 1.006, 4.005). All Political Subdivisions: The election notice shall be posted on the political subdivision's website, if the political subdivision maintains a website. The order and notice should include all days and hours for early voting by personal appearance including voting on ANY Saturday or Sunday. (Secs. 85.006, 85.007). For Bond Elections: First day a political subdivision must post on their Internet website prominently and together with the notice of the election, a copy of the sample ballot, and the contents of the proposition, if the political subdivision maintains an Internet website. (Sec. 4.003(f)). The recommended time to include the notice of accepting voters with certain disabilities on a county website is when the notice of election is also posted on the website. (Secs. 63.0015, 85.007(d)). See Note 15 regarding notice on accepting voters with certain disabilities. Counties, Cities, and School Districts: Last day for a county that holds an election or provides election services for an election to post certain information regarding the upcoming election(s) on the county's website per Section 4.009. A city or independent school district that holds an election and maintains an Internet website must also post this same election information on their website even if the county is also posting this data. The information posted on the website must include: 1. the date of the election; 2. the location of each polling place; 3. each candidate for an elected office on the ballot; and 4. each measure on the ballot. (Sec. 4.009). Sunday, April 14, 2024 (20th day before election day) First day that the signature verification committee may begin operating, if one is created. (Sec. 87.027). For more information on corrective action, see Note 17 and Tex. Sec'y of State Election Advisory No. 2023-13. NOTE - Section 127.1232 provides that in counties with a population of 100,000 or more, the general custodian of election records shall implement a video surveillance system that retains a record of all areas containing voted ballots: (1) from the time the voted ballots are delivered to the central counting station until the canvass of the precinct election returns; and (2) from the time the voted ballots are delivered to the signature verification committee or early voting ballot board until the canvass of precinct election returns. Video from the surveillance system shall be made available to the public by live stream. The recorded video is considered an election record and shall be retained by the general custodian until the end of the calendar year in which an election is held or until an election contest filed in the county has been resolved, whichever is later. (Sec. 127.1232). See Tex. Sec'y of State Election Advisory No. 2022-10. Monday, April 15, 2024 (19th day before election day, extended from 20th day, Sunday, April 14, 2024, Sec. 101.052(i)(2)) Deadline for a person who is not permanently registered to vote to submit a postmarked FPCA, in order to receive a ballot for any non-federal election held on May 4, 2024. A person who is not permanently registered to vote and submits a postmarked FPCA after this date (20th day) and before the deadline to submit an application for ballot by mail is not entitled to receive a ballot for any non-federal election. See Friday, April 19, 2024 entry for timeliness of an FPCA received without a postmark. (Secs. 101.052(e), 101.052(i)(2)). NOTE - An FPCA may be submitted by in -person delivery by the voter in accordance with Section 84.008 of the Code or by common or contract carrier. Further, an application is considered submitted in the following calendar year if: 1) the applicant is eligible to vote in an election occurring in January or February of the next calendar year; and 2) the application is submitted in the last 60 days of a calendar year but not earlier than the 60th day before the date of the January or February election. (Sec. 101.052). For a full list of eligible FPCA voters. See Note 16. NOTE: Be sure to check the list of registered voters for permanent registration status. Also, state law authorizes an FPCA to also serve as an application for permanent registration; therefore, the person might be permanently registered based on a prior FPCA. Even if the FPCA arrives too late for a particular election, the early voting clerk will still need to forward the original FPCA to the county voter registrar, after making a copy for the early voting clerk's use (mailing ballots, etc.) and records unless the voter marked "my intent to return is uncertain" (2019 form (PDF), or "my return is uncertain" 2017 form in which case it will not serve as a permanent registration. (Sec. 101.055; 1 T.A.C. § 81.40). NOTE: Overseas (non-military) voters marking the FPCA "my intent to return is uncertain" (2019 form (PDF), or "my return is uncertain" (2017 form) receive a federal ballot only regardless of the date filed. (Chapter 114). In a local election (where there is no federal 26 0211312024 Item 8. office on the ballot), this means there is no ballot to send the voter. Last day to publish notice (PDF) of L&A test for DIRE voting machines or precinct scanners if test will be held on Tuesday, April 16, 2024, if testing has was not already completed by Tuesday, March 19, 2024. Notice of the public L&A Test must be published at least 48 hours before the test begins. (Secs. 129.001, 129.023). See Note 14 above. Monday, April 15, 2024 — Tuesday, April 23, 2024 (19th day before election day — 11th day before election day) A person submitting an FPCA (PDF) during this period who is not registered to vote is not entitled to receive a ballot for any non-federal election held on Saturday, May 4, 2024. This means that a person submitting an FPCA during this period is entitled to receive a federal ballot only, if not already a permanent registered voter. (Secs. 101.052(f), 114.002, 114.004). In a local election (where there is no federal office on the ballot), this means there is no ballot to send the voter. The early voting clerk is required to maintain a copy of this application since it may be used for other elections and forward the original to the voter registrar. Also see entry below under Friday, April 19, 2024 (FPCA without a postmark). (Secs. 84.007, 101.052(e), (f)). NOTE - Be sure to check the list of registered voters for permanent registration status. Also, state law authorizes an FPCA to also serve as an application for permanent registration; therefore, the person might be permanently registered based on a prior FPCA. Even if the FPCA arrives too late for a particular election, the early voting clerk will still need to forward the original FPCA to the county voter registrar, after making a copy for the early voting clerk's use (mailing ballots, etc.) and records unless the voter marked "my intent to return is uncertain" (2019 form (PDF), or "my return is uncertain" (2017 form), in which case it will not serve as a permanent registration. (Sec. 101.055; 1 T.A.C. § 81.40). NOTE - Overseas (non-military) voters marking the FPCA "my intent to return is uncertain" (2019 form (PDF), or "my return is uncertain" (2017 form), receive a federal ballot only regardless of the date filed. (Chapter 114). In a local (non-federal) election, this means there is no ballot to send the voter. Tuesday, April 16, 2024 (18th day before election day) Last day to conduct public L&A test of a voting system that uses DIRE voting machines or precinct scanners. We highly recommend that this test is done on an earlier date to allow time for corrections to programming, if necessary. (See Note 14, above). Per Section 129.023, the L&A test shall be conducted not later than 48 hours before voting begins on such voting systems, assuming that the voting system will first be used for early voting in person. See Tex. Sec'y of State Election Advisory No. 2019-23. For more information on hash validation procedures, see Tex. Sec'y of State Election Advisory No. 2022-30. Wednesday, April 17, 2024 (17th day before election day) Last day to publish notice of L&A test for voting systems or precinct scanners if test will be held on Friday, April 19, 2024, if testing was not already completed by March 19, 2024. Notice of the public L&A Test must be published at least 48 hours before the test begins. (Secs. 129.001, 129.023). See Note 14, above. NOTE - If logic and accuracy testing is being conducted for an election in which a county election board has been established under Section 51.002 of the Texas Election Code, the general custodian of election records shall notify each member of the board of the test at least 48 hours before the date of the test. If the county election board chooses to witness the test, each member shall sign the statement required for logic and accuracy testing. (Sec. 129.023(b-2)). Last day to post notice (PDF) of places, days, and hours for voting at branch early voting polling place if voting is to begin at that location on the first day of early voting in person. The schedule may be amended after the beginning of early voting by personal appearance to include notice of additional branch locations, but any amendment must be made and posted not later than the fifth day before voting begins at the additional temporary branch. (Secs. 85.062, 85.067(c), (d)). NOTE: Section 85.062 provides that the location of temporary branch polling places in an election in which countywide polling places are used must be determined with the same methodology that is used for the location of countywide polling places. Friday, April 19, 2024 (15th day before election day) Deadline to receive an FPCA without a postmark. If an FPCA is received by this date without a postmark to prove mailing date, the early voting clerk will accept the FPCA and mail the applicant a full ballot even if the applicant is not a permanently registered voter but meets the requirements under Title 2 of the Election Code (unless the voter marks the FPCA form indicating "my intent to return is uncertain" (2019 form (PDF).), or "my return is uncertain" (2017 form ), in which case the voter receives a federal -only ballot). (Sec. 101.052(i)). See Note under entry for Monday, April 15, 2024. Last day to conduct public L&A test of a voting system or precinct scanner. We highly recommend that this test is done on an earlier date to allow time for corrections to programming, if necessary. (See Note 14, above). Per Section 129.023, the L&A test shall be conducted not later than 48 hours before voting begins on such voting systems, assuming that the voting system will first be used for early voting in person. NOTE - The general custodian of election records is required to demonstrate, using a representative sample of voting system equipment, that the source code of the equipment has not been altered. (Sec. 129.023(c-1)). See Tex. Sec'y of State Election Advisory No. 2019-23 and Tex. Sec'y 27 0211312024 Item 8. of State Election Advisory No. 2022-30 for more information on hash validation and voting system procedures. Last day to notify election judges of duty to hold election (Writ of Election (PDF)). Notice must be given by the 15th day before the election or the 7th day after the day the election is ordered, whichever is later. The Writ of Election must be given to each presiding judge and include: 1. The judge's duty to hold the election; 2. The type and date of election; 3. The polling place location at which the judge will serve; 4. The polling place hours; and 5. The maximum number of clerks the judge may appoint. (Sec. 4.007). Sunday, April 21, 2024 (San Jacinto Day) Monday, April 22, 2024 (12th day before election day; day before the last day to apply for a ballot by mail) First day to vote early in person. (Sec. 85.001(e)). NOTE — Voting by limited ballot must be done during the early voting period at the main early voting polling place (or by mail). (Sec. 112.002(a)). NOTE - Political Subdivisions: Early voting in person must be conducted at least nine (9) hours each weekday that is not a legal state holiday unless the political subdivision has fewer than 1,000 registered voters, in which case early voting in person must be conducted at least four (4) hours per day. (Sec. 85.005(b)). This rule only applies to the main early voting location. NOTE - Cities are not required to choose two weekdays for the main early voting polling place location to be open for at least 12 hours during the regular early voting period. (Sec. 85.005). NOTE — Independent School Districts: Despite the change in state law that allows an ISD to be closed on school holidays during the mandatory office hours period, you are required to be open during the entire early voting period, except on legal state and national holidays. NOTE - Joint Elections: If entities are conducting early voting by personal appearance jointly, we recommend a unified schedule covering all requirements; i.e., no entity's requirements should be neglected or subtracted as a result of a joint agreement. See Note 7 regarding joint elections generally. NOTE - Section 61.002 provides that immediately before the opening of the polls during early voting, the presiding judge or alternate judge shall confirm that the public counters on each voting machine are set to zero and shall print the tape that shows that there are zero votes for each candidate or measure on the ballot. NOTE - NEW LAW: SB 1599 (2023, R.S) amended Section 87.0222 of the Code, effective September 1, 2023, to provide that not later than the ninth day before election day, the jacket envelopes containing early voting ballots voted by mail MUST be delivered to the early voting ballot board. This requirement applies regardless of the county's population size. Any jacket envelopes of early voting ballots voted by mail returned after delivery of the ballots to the early voting ballot board may be delivered to the presiding judge of the early voting ballot board between the end of the ninth day before election day and the closing of the polls on election day, or as soon after closing as practicable, at the time or times specified by the presiding judge. The early voting clerk shall post notice of each delivery of balloting materials that is to be made before the time for opening the polls on election day. The notice must be posted at the main early voting polling place continuously for at least 24 hours immediately preceding the delivery. Please note that the mail ballots may not be counted until (i) the polls open on election day, or (ii) in an election conducted by an authority of a county with a population of 100,000 or more or entities that are having joint elections with such a county or who are conducting their election with such a county through a contract for election services, the end of the period for early voting in person. (Secs. 87.0222, 87.0241). NOTE: Results may not be released until the polls close on election day. Early Voting Ballot Board Actions for Defective Carrier Envelopes: SB 1599 amended Section 87.0411 of the Code to provide that not later than the second day after the early voting ballot board discovers a defect(s) in a carrier envelope as described under Section 87.0411(a) of the Code and before the board decides whether to accept or reject a timely delivered ballot under Section 87.041, the early voting ballot board must send the voter a notice of the defect and a corrective action form developed under Section 87.0411(c-1) by mail or by common or contract carrier. The early voting ballot board must include with the notice delivered to the voter: (1) a brief explanation of each defect in the noncomplying ballot; and (2) notice that the voter may either cancel the voter's application to vote by mail in the manner described by Section 84.032, correct the defect in the voter's ballot by submitting a corrective action form by mail or by common or contract carrier, make the correction using the Secretary of State's online Ballot by Mail Tracker, if possible, or come to the early voting clerk's office in person not later than the sixth day after election day to correct the defect(s). NOTE — For more information on corrective action, see Note 17 and Tex. Sec'y of State Election Advisory No. 2023-13. NOTE — If a county with a population of 100,000 or more is conducting an election through a contract for election services for a political subdivision in May of an even -numbered year, the county's ballot board timeframes apply to the election. (Secs. 87.0222, 87.0241). NOTE — The county clerk/elections administrator must ensure that photocopies or scanned images of annual applications for ballot by mail have been delivered to the early voting clerk of every political subdivision holding an election before the ballots by mail are delivered to the early voting 28 0211312024 Item 8. ballot board. A voter who becomes sick or disabled on or after Monday, April 22, 2024 may submit an application for a late ballot if the sickness or physical condition prevents the voter from appearing at the polling place without the likelihood of needing personal assistance or of injuring his or her health. (Sec. 102.001). See Application for Emergency Early Voting Ballot Due to Sickness or Physical Disability_(PDF). An application may be submitted after the last day of the period for early voting by personal appearance and before 5:00 PM on Election Day. (Sec. 102.003). Tuesday, April 23, 2024 (11th day before election day) Last day to receive an FPCA (PDF) from a registered voter. If the voter is not registered in the county (and/or marked intent to return "not certain"), the voter is still eligible for a ballot containing federal offices only. In a local (non-federal) election, this means there is no ballot to send the voter. (Secs. 101.052(b), (f), 114.004(c)). Last day for early voting clerk to receive applications for a ballot to be voted by mail. (Sec. 84.007(c)). All applications to vote by mail must be received by the early voting clerk before the close of regular business or 12 noon, whichever is later. Applications to vote by mail must be submitted by mail, common or contract carrier, fax (if a fax machine is available in the office of the early voting clerk), or by electronic submission of a scanned application with an original signature. The early voting clerk's designated email address must be posted on the Secretary of State's website. If an ABBM is faxed or emailed or if an FPCA is faxed, then the applicant must submit the ORIGINAL application BY MAIL to the early voting clerk so that the early voting clerk receives the original no later than the 4th business day after receiving the emailed or faxed ABBM or faxed FPCA. If the early voting clerk does not receive the original ABBM or FPCA by that deadline, then the emailed or faxed ABBM or faxed FPCA will be considered incomplete, and the early voting clerk may NOT send the applicant a ballot. The requirement to mail the original application does not apply to an emailed FPCA. For additional information on this law, please see Note 16, above. An applicant for a ballot to be voted by mail (ABBM or FPCA) may submit their application by delivering it in person to the early voting clerk if the application is submitted not later than the close of regular business in the clerk's office on Tuesday, April 23, 2024. (Sec. 84.008). NOTE - An FPCA may be submitted by in -person delivery by the voter in accordance with Section 84.008 of the Code or by common or contract carrier. Further, an application is considered submitted in the following calendar year if: 1) the applicant is eligible to vote in an election occurring in January or February of the next calendar year; and 2) the application is submitted in the last 60 days of a calendar year but not earlier than the 60th day before the date of the January or February election. (Sec. 101.052). For a full list of eligible FPCA voters, see Note 16. NOTE - Section 84.008 of the Code provides that an applicant for a ballot to be voted by mail may submit the application by delivering it in person to the early voting clerk if the application is submitted not later than the deadline provided by Section 84.007(c) of the Code. This means that voters may personally deliver their ABBM or FPCA to the early voting clerk not later than the close of regular business in the early voting clerk's office or 12 noon, whichever is later, on the 11th day before election day (unless that day is a Saturday, Sunday, or legal state or national holiday, in which case the last day is the first preceding regular business day). NOTE - NEW LAW: SB 1599 (2023, R.S.) amended Section 86.008 of the Code, effective September 1, 2023, to require that if the early voting clerk determines that it would not be possible for the applicant to correct certain defects in a mail ballot application and return an application form by mail before the deadline, the clerk may notify the applicant by telephone or e-mail of the defect, and inform the applicant that the applicant may come to the early voting clerk's office before the deadline and correct the defect in person. The clerk shall notify the applicant of a defect discovered and provide the information required to permit the applicant to correct the defect using the Secretary of State's online Ballot by Mail Tracker, if possible. SeeNote 17. Note for Counties: Last day for county clerk/elections administrator to deliver final list of voters that have submitted an annual application for ballot by mail to political subdivisions located within the county holding an election on May 4, 2024, for which the county clerk/elections administrator is not the early voting clerk via a joint election agreement or contract for election services. (Sec. 86.0015(c)). NOTE for Counties: Deadline to file a petition to require the early voting clerk to conduct extended early voting on Saturday, April 27, 2024. Request for Additional Early Voting on Saturday or Sunday for County or City Elections (PDF), Request for Additional Early Voting on Saturday or Sunday for Other Political Subdivision Elections (PDF), Notice of weekend voting-(PDF) must be posted beginning no later than Wednesday, April 24, 2024, and continuing through Friday, April 26, 2024. (Secs. 85.006(d), 85.007(c)). Wednesday, April 24, 2024 (10th day before election day) Last day of period during which notice of election must be published if method of giving notice is not specified by a law outside the Election Code and publication is the selected method of giving notice. (Sec. 4.003(a)(1)). The notice of election ordered by a county authority or by an authority of a city or school district must be given by publication in a newspaper, in addition to any other method specified. (Sec. 4.003(c), (d)). NOTE: The election notice shall be posted on the political subdivision's website, if the political subdivision maintains a website. Last day to mail a copy of the notice of election to each registered voter of the territory that is covered by the election and is in the jurisdiction of the authority responsible for giving notice if method of giving notice is not specified by a law outside the Election Code and this method of 29 0211312024 Item 8. giving notice is selected. (Sec. 4.003(a)(3)). All Political Subdivisions: Voting on ANY Saturday or Sunday must be included in the order and notice of election. The order and notice must include the dates and hours of Saturday or Sunday voting. (Secs. 85.006, 85.007). The political subdivision must have early voting on Saturday or Sunday, if a written request is received from at least 15 registered voters of the political subdivision prior to the election being ordered. (Sec. 85.006(d)). Request for Additional Early Voting on Saturday or Sunday for County or City Elections (PDF), Request for Additional Early Voting on Saturday or Sunday for Other Political Subdivision Elections (PDF)_ The election notice must be posted on the political subdivision's website, if the political subdivision maintains a website. (Sec. 85.007). NOTE for Cities: In an election in which a city secretary is the early voting clerk, voting on any Saturday or Sunday must be included in the order and notice of election. City secretaries no longer have the authority to order Saturday or Sunday early voting 72 hours immediately preceding the first hour that voting will be conducted. However, the city must have early voting on Saturday or Sunday, if a written request (PDF) is received from at least 15 registered voters of the political subdivision prior to the election being ordered. (Secs. 85.006, 85.007). Request for Additional Early Voting on Saturday or Sunday for County or City Elections (PDF). Thursday, April 25, 2024 (9th day before election day) NOTE - NEW LAW: SB 1599 (2023, R.S) amended Section 87.0222 of the Code, effective September 1, 2023, to provide that not later than the ninth day before election day, the jacket envelopes containing early voting ballots voted by mail MUST be delivered to the early voting ballot board. This requirement applies regardless of the county's population size. Any jacket envelopes of early voting ballots voted by mail returned after delivery of the ballots to the early voting ballot board may be delivered to the presiding judge of the early voting ballot board between the end of the ninth day before election day and the closing of the polls on election day, or as soon after closing as practicable, at the time or times specified by the presiding judge. The early voting clerk shall post notice of each delivery of balloting materials that is to be made before the time for opening the polls on election day. The notice must be posted at the main early voting polling place continuously for at least 24 hours immediately preceding the delivery. NOTE - The early voting ballot board has to meet by this deadline, regardless of whether carrier envelopes have been received by this date. NOTE - The EVBB can meet as soon as the county has received voted ballots by mail from voters and those materials are delivered to the ballot board. The ballot board does not have to wait until this ninth -day deadline to meet. Monday, April 29, 2024 (5th day before election day, day before last day of early voting, 4th business day after the deadline to apply for a ballot by mail) A voter is eligible to vote a late ballot if they will be out of the county of residence on election day due to a death in the immediate family (related within 2nd degree of consanguinity or affinity) that occurs on or after this day. The voter may submit the Application for Emergency Early Ballot Due to Death in Family (PDF) starting Wednesday, May 1, 2024 (the day after early voting in person ends). (Secs. 103.001, 103.003(b)). An application may be submitted after the last day of the period for early voting by personal appearance and before the close of business on the day before election day. (Sec. 103.003). Deadline for the early voting clerk to receive, by mail, the original of an ABBM that was faxed or emailed or an FPCA that was faxed on the deadline to apply for a ballot by mail, Tuesday, April 23, 2024. A voter who faxed or emailed their ABBM or faxed their FPCA must mail the original to the early voting clerk so that the early voting clerk receives the original no later than the 4th business day after receiving the emailed or faxed ABBM or faxed FPCA. For more information, see the entry under Tuesday, April 23, 2024 and Note 16. Last day to publish notice of public test of automatic tabulating equipment, if test will be held on Wednesday, May 1, 2024, and testing was not already completed. The public notice of the test of automatic tabulating equipment must be published at least 48 hours before the test begins. (Sec. 127.096). See Note 14. Tuesday, April 30, 2024 (4th day before election day) Last day to vote early by personal appearance. (Sec. 85.001(e)). Deadline to submit a Request for Election Inspectors (PDF) for election day, Saturday, May 4, 2024 to the Secretary of State. (Sec. 34.001). Early voting clerk must post Notice of Delivery of Early Voting Balloting Materials (PDF) to the early voting ballot board if materials are to be delivered to the board on Wednesday, May 1, 2024. Notice must be posted continuously for 24 hours preceding each delivery to the board. (Secs. 87.0221, 87.0222, 87.023, 87.024, 87.0241). The Notice of Delivery of Early Voting Balloting Materials serves as notice of the convening of the early voting ballot board. Your entity should also post notice every time the early voting ballot board reconvenes. Entities Contracting with Counties that have a Population of 100,000 or More: 30 0211312024 Item B After the polls close at the end of early voting by personal appearance, counties with a population of 100,000 or more (or local subdivisions conducting a joint election with such a county or conducting an election through a contract for election services with such a county) may convene their early voting ballot board and begin counting ballots; however, the results may not be announced until after the polls close. (Secs. 87.0222, 87.0241). NOTE - If a county with a population of 100,000 or more (or a local subdivision conducting a joint election with such a county or conducting an election through a contract for election services with such a county) is convening their early voting ballot board early to begin counting ballots, the test of the tabulation equipment will need to be completed at least 48 hours before the equipment is used to count ballots. (Secs. 87.0222, 87.0241, 127.096). Entities Contracting with Counties that have a Population of Less than 100,000: Counties may begin convening their early voting ballot board as the county has received voted ballots by mail from voters and those materials are delivered to the ballot board, but cannot begin counting the ballots until the polls open on election day. The early voting clerk shall continuously post notice for 24 hours preceding each delivery of voting materials that is to be made before the time for opening the polls on election day. (Secs. 87.0221, 87.023, 87.024, 87.0241). See Notice of Delivery. of Early. Voting Balloting Materials (PDF). NOTE - The county elections officer must ensure that photocopies or electronic recordings of annual applications for ballot by mail have been delivered to the early voting clerk of every political subdivision holding an election before the ballots by mail are delivered to the early voting ballot board. NOTE - NEW LAW - Early Voting Ballot Board Actions for a Defective Carrier Envelope: SIB 1599 (2023, R.S.) amended Section 87.0411 of the Code, effective September 1, 2023, to provide that not later than the second day after the early voting ballot board discovers a defect(s) in a carrier envelope as described by Section 87.0411(a) of the Code and before the board decides whether to accept or reject a timely delivered ballot under Section 87.041, the board must send the voter a notice of the defect and a corrective action form developed under Section 87.0411(c-1) by mail or by common or contract carrier. The early voting ballot board must include with the notice delivered to the voter: (1) a brief explanation of each defect in the noncomplying ballot; and (2) notice that the voter may either cancel the voter's application to vote by mail in the manner described by Section 84.032, correct the defect in the voter's ballot by submitting a corrective action form by mail or by common or contract carrier, make the correction using the Secretary of State's online Ballot by Mail Tracker, if possible, or come to the early voting clerk's office in person not later than the sixth day after election day to correct the defect(s). For more information on corrective action, see Note 17 and Tex. Sec'y of State Election Advisory. No. 2023-13. May Wednesday, May 1, 2024 (3rd day before election day; day after early voting in person ends) First day to submit an Application for Emergency Early Ballot Due to Death in Family (PDF) to vote a late ballot because of a death in the immediate family that occurred on or after April 29, 2024, and will require absence from the county on election day. (Secs. 103.001, 103.003(b)). Last day to conduct public test of automatic tabulation equipment. Per Section 127.093, the test shall be conducted at least 48 hours before the automatic tabulating equipment is used to count ballots voted in an election and was not previously tested. We highly recommend that this test is done on an earlier date to allow time for corrections to programming, if necessary. (See Note 14, above). Friday, May 3, 2024 (day before election day) Last day to submit an Application for Emergency. Early. Ballot Due to Death in Familv_(PDF). The application must be submitted by the close of business on this day. (Sec. 103.003(b)). Last day for early voting clerk to mark the precinct list of registered voters with a notation beside each name of voter who voted early, and deliver list to election judges. The early voting clerk must also deliver the precinct early voting list. (Sec. 87.122). This may be delivered electronically if your county is using an e-pollbook. Delivery of Provisional Ballots and Forms: If the voter registrar wants to take possession of the provisional ballots and forms on election night, the voter registrar must inform the custodian of the election records and post a Notice of Election Night Transfer (PDF) no later than Friday, May 3, 2024, 24 hours before election day. (1 T.A.C. § 81.174(d)(3)). However, under this type of delivery, the county voter registrar must go to the office of the custodian of election records and pick up the provisional ballots and forms. NOTE: The general custodian of election records (or the early voting clerk, if applicable) must also post a Notice of Delivery of Provisional Ballots (PDF) at least 24 hours before delivery will occur. (1 T.A.C. § 81.174(b)(1)). NOTE FOR MAY 3, 2025 ELECTION: Chapter 2051 of the Government Code requires any political subdivision with the authority to impose a tax that maintained a publicly available Internet website at any time on or after January 1, 2019, to post on that website the requirements and deadline for filing for candidacy of each elected office of the political subdivision continuously for one year before the election day for that office. See Tex. Sec 'v of State Election Advisory. No. 2019-19. Saturday, May 4, 2024 (Election Day) 31 0211312024 Item 8. 7:00 AM — 7:00 PM Polls open. (Sec. 41.031). Voter registrar's office is open. (Sec. 12.004(c)). Early voting clerk's office is open for early voting activities. (Sec. 83.011). A voter may deliver a marked ballot by mail to the early voting clerk's office while the polls are open on election day. The voter must provide an acceptable form of identification under Section 63.0101 upon delivery. The identification procedure is the same as that used for personal appearance voting. (Secs. 63.0101, 86.006). 5:00 PM Deadline for receiving Application for Emergency Early Voting Ballot Due to Sickness or Physical Disability (PDF), for late ballots to be voted by persons who became sick or disabled on or after Monday, April 22, 2024. (Sec. 102.003(b)). 7:00 PM Regular deadline for receiving early voting ballots by mail. BUT see entry for Monday, May 6, 2024 on "late domestic ballots," entry for Thursday, May 9, 2024, and entry for Friday, May 10, 2024 on other "late" ballots. This is also the deadline for receiving late ballots cast by voters who became sick or disabled on or after Monday, April 22, 2024. (Secs. 86.007(a), 102.006(c)). NOTE - Section 61.002 provides that immediately before the opening of the polls on election day, the presiding judge or alternate judge shall confirm that the public counters on each voting machine are set to zero and shall print the tape that shows that there are zero votes for each candidate or measure on the ballot. Immediately after the closing of the polls on election day, the presiding judge or alternate judge shall print the tape to show the number of votes cast for each candidate or measure. Each election judge and alternate judge shall sign the printed tapes. (Sec. 61.002). NOTE - The presiding judge of the central counting station must provide and attest to a written reconciliation (PDF), of votes and voters at the close of tabulation for election day and again after the central counting station meets for the last time to process late -arriving ballots by mail and provisional ballots. (Sec. 127.131). Preliminary Election Reconciliation (PDF) — Unofficial Totals form (Election Day). Election Reconciliation Form (PDF) — Official Results (Canvass Form).. SeeNote on Reconciliation. NOTE: Receipt of Mail Ballots: All early voting ballots sent by mail from inside the United States that are received by 7:00 PM on election day, May 4, 2024, must be counted on election night. If the carrier envelope does not bear a cancellation mark or a receipt mark, the ballot must arrive before the time the polls are required to close on election day. (Sec. 86.007(a)(1)). If the early voting clerk cannot determine whether a ballot arrived before that deadline, the ballot is considered to have arrived at the time the place at which the carrier envelopes are deposited was last inspected for removal of returned ballots. (Sec. 86.007(b)). The early voting clerk must check the mailbox for early voting mail ballots at least once after the time for regular mail delivery. (Sec. 86.007(b)). NOTE: An early voting mail ballot that is not received by 7:00 pm on election day may not be counted unless the ballot may be counted late, which applies to late domestic ballots (Sec. 86.007(a)(2)), ballots mailed from outside the United States (Sec. 86.007(d)), and ballots from members of the armed forces and merchant marine of the United States, Texas National Guard or the National Guard of another state or members of the Reserves, as well as their spouses and dependents (Sec. 101.057). See entry_ for Monday, May 6, 2024 on "late domestic ballots," entry for Thursday, May 9, 2024, and entry for Friday, May 10, 2024 on other "late" ballots. See Tex. Sec'y of State Election Advisory No. 2018-02. NOTE - Delivery of Early Voting by Personal Appearance and Mail Ballots: The early voting clerk delivers the voted ballots, the key to the double -locked ballot box, etc., to the early voting ballot board at the time or times specified by the presiding judge of the early voting ballot board, during the hours the polls are open or as soon after the polls close as practicable. (Secs. 87.021, 87.022). The custodian of the key to the second lock of the double -locked early voting ballot box delivers his or her key to the presiding judge of the early voting ballot board on request of the presiding judge. (Secs. 85.032(d), 87.025). The custodian is the sheriff for county elections; the chief of police or city marshal for city elections; and the constable of the justice precinct in which the political subdivision's main office is located (or the sheriff, if there is no constable), for other political subdivision elections. (Sec. 66.060). If ballots are to be delivered before election day, the early voting clerk must post notice (PDF) at least 24 hours before each delivery at the main early voting polling place. Tex. Sec'v of State Election Advisory No. 2022-10. Note on Delivery of Early Voting Ballots to Early Voting Ballot Board Before Election Day - Any jacket envelopes of early voting ballots voted by mail returned after delivery of the ballots to the early voting ballot board may be delivered to the presiding judge of the early voting ballot board between the end of the ninth day before election day and the closing of the polls on election day, or as soon after closing as practicable, at the time or times specified by the presiding judge. Mail ballots may be qualified and processed (signatures verified, carrier envelopes opened, and the secrecy envelope containing the ballot placed in a secure location), but they may not be counted until election day. (Secs. 87.0221, 87.0222, 87.023, 87.024, 87.0241). If ballots are to be delivered before election day, the early voting clerk must post notice (PDF) at least 24 hours before each delivery at the main early voting polling place. 32 0211312024 Item B Exception: Entities that are having joint elections with counties with a population of 100,000 or more or who are conducting an election through a contract for election services with such a county, may begin counting ballots no earlier than the end of the period for early voting by personal appearance; the results may not be released until the polls close on election day. (Secs. 87.0221, 87.0222, 87.023, 87.024, 87.0241(b), 87.042). If ballots are to be delivered before Election Day, the early voting clerk must post notice (PDF) at least 24 hours before each delivery at the main early voting polling place. (Secs. 87.0221, 87.0222, 87.023, 87.024, 87.0241(b), 87.042). NOTE - Section 127.1232 provides that in counties with a population of 100,000 or more, the general custodian of election records shall implement a video surveillance system that retains a record of all areas containing voted ballots: (1) from the time the voted ballots are delivered to the central counting station until the canvass of the precinct election returns; and (2) from the time the voted ballots are delivered to the signature verification committee or early voting ballot board until the canvass of precinct election returns. Video from the surveillance system shall be made available to the public by live stream. The recorded video is considered an election record and shall be retained by the general custodian until the end of the calendar year in which an election is held or until an election contest filed in the county has been resolved, whichever is later. (Sec. 127.1232). Tex. Sec of State Election Advisory No. 2022-10. NOTE: Manual Examination of Ballots Before Processing on Automatic Counting Equipment: The central counting station manager shall direct the manual examination of all electronic voting system ballots to ascertain whether the ballots can be processed in the usual manner or if the ballots need to be duplicated to clearly reflect the voter's intent. (Sec. 127.125). NOTE: Testing of Tabulating Equipment: The second test of automatic tabulating equipment used for counting ballots at a central counting station must be conducted immediately before the counting of ballots with equipment begins. The third test must be conducted immediately after the counting is completed. (Secs. 127.093, 127.097, 127.098). Transfer of Provisional Ballots to Voter Registrar Election Night: The county voter registrar may take possession of the ballot box(es) or transfer case(s) containing the provisional ballots (or provisional ballot affidavits when DRE systems are used) on election night (instead of on the next business day) by informing the custodian of election records and posting a notice of such election night transfer no later than 24 hours before election day. Under this type of delivery, the voter registrar must go to the office of the custodian and pick up the ballot box(es) or transfer case(s) and associated forms. (Sec. 65.052; 1 T.A.C. §§ 81.172 — 81.174 & 81.176). See Verification of\ Provisional Ballots and Serial Numbers (PDF).. After the polling place is officially closed and the last person has voted, the presiding judge may from time to time make an unofficial announcement of the total number of votes counted for each candidate and/or for or against each proposition in the order that they appear on the ballot. (Sec. 65.015(a)). The announcement shall be made at the entrance to the polling place. (Sec. 65.015(c)). NOTE: The authority conducting the election may require or prohibit such announcements. (Sec. 65.015(b)). Unofficial election results must be released by the central counting station as soon as they are available after the polls close, but the presiding judge of the central counting station, in cooperation with the county election officer, may choose to withhold the release of vote totals until the last voter has voted. (Sec. 127.1311). NOTE: Precinct election returns are delivered to the appropriate authorities after completion. (Secs. 66.053(a), 127.065, 127.066, 127.067). Last day to post notice of governing authority's meeting to canvass returns of election if canvass is to take place on Tuesday, May 7, 2024 (3rd day after election). (Sec. 67.003(b)). This notice must be posted at least 72 hours before the scheduled time of the meeting. (Secs. 551.002, 551.041, 551.043, Texas Government Code). NOTE - Section 67.003 provides that, except as provided by Section 67.003(c), each local canvassing authority shall convene to conduct the local canvass at the time set by the canvassing authority's presiding officer not later than the 11th day after election day and not earlier than the later of: 1. the third day after election day; 2. the date on which the early voting ballot board has verified and counted all provisional ballots, if a provisional ballot has been cast in the election; or 3. the date on which all timely received ballots cast from addresses outside of the United States are counted, if a ballot to be voted by mail in the election was provided to a person outside of the United States; or 4. ballots contained in defective carriers timely corrected by voters. Counties, Cities, and School Districts: Section 65.016 of the Code provides for election results information which must be posted on county, city, and school district websites. A county that provides election services for an election for a public entity must post certain information regarding election results on their website after the election. A city or independent school district that holds an election and maintains an Internet website must also post certain information on their website related to election results, even if the county is also posting. All entities must post the required information as soon as practicable after the election. The required information includes: 1. the results of each election; 2. the total number of votes cast; 3. the total number of votes cast for each candidate or for or against each measure; 4. the total number of votes cast by personal appearance on election day; 5. the total number of votes cast by personal appearance or mail during the early voting period; and 33 0211312024 Item 8. 6. the total number of counted and uncounted provisional ballots cast. (Sec. 65.016). We recommend that election results information remain posted on the entity's main page (or within two clicks of the main page) at least until the next election, and that the information continues to be available for the full 22-month retention period for election records. Entities may choose to make older election results information available on their website. See Note 3. Counties with a Population of 250,000 or more: Per Section 127.009 of the Election Code, counties with a population of 250,000 or more must forward a copy of the audit logs from the central counting station to the Secretary of State no later than the fifth day after voting is completed. The information may be forwarded to the Secretary of State by email, use of a thumb drive, or by mail. Monday, May 6, 2024 (1st business day after election day) 5:00 PM — Deadline to receive "late domestic ballots" mailed within the United States from non- military voters and from any military voters who submitted an Application for Ballot by Mail ("ABBM") (not a Federal Postcard Application — "FPCA"), if the carrier envelope was placed for delivery by mail or common or contract carrier AND bears a cancellation mark of a postal service or a receipt mark of a common or contract carrier or a courier indicating a time not later than 7:00 PM at the location of the election on election day, May 4, 2024. (Secs. 86.007, 101.057 and 101.001). A late domestic ballot cannot be counted if it does not bear a cancellation mark or a receipt mark. NOTE: Because of the deadline to receive "late domestic ballots," it is imperative that you check your mail at 5:00 PM. NOTE: Section 86.007 provides that a marked ballot voted by mail that a voter received due to submitting an ABBM may arrive at the address on the carrier envelope not later than 5:00 PM on the day after election day, if the carrier envelope was placed for delivery by mail or common or contract carrier from within the United States and bears a cancellation mark of a postal service or a receipt mark of a common or contract carrier or a courier from not later than 7:00 PM at the location of the election on election day. NOTE: This deadline does not apply to ballots sent by non-military voters who are overseas but who applied for a ballot using an ABBM or FPCA; these voters have until the 5th day after election day to return their ballots (or the next business day if the 5th day falls on a weekend or legal state or federal holiday). This deadline also does not apply to ballots mailed (domestically or from overseas) by certain members of the military who applied for a ballot using an FPCA, as well as members of the Texas National Guard or the National Guard of another state, or members of the Reserves, as well as their spouses and dependents; those voters have until the 6th day after election day to return their ballots. See the entry for Thursday, May 9, 2024, and the entry for Friday, May 10, 2024. Unless the county voter registrar has already taken possession of the provisional ballots prior to this date, the general custodian of election records must deliver the ballot box(es) or transfer case(s) containing the provisional ballots (or provisional ballot affidavits when DIRE systems are used), along with the Summary of Provisional Ballots and the List of Provisional Voters for each precinct to the voter registrar by this day. The general custodian of election records makes this delivery to the voter registrar during the voter registrar office's regular business hours. (Secs. 65.052, 65.053; 1 T.A.C. §§ 81.172 — 81.174 & 81.176). NOTE: Political Subdivisions Located in More than One County: A political subdivision will have to make delivery of the provisional ballots and forms to the county voter registrar in each county in which the political subdivision is located. (1 T.A.C. §§ 81.172 — 81.174). NOTE: If the county voter registrar wants to take possession of the provisional ballots and forms on election night (Saturday, May 4, 2024), the county voter registrar must inform the custodian of the election records and post a notice of the transfer no later than 24 hours before Election Day. However, under this type of delivery, the county voter registrar must go to the office of the custodian of election records and pick up the provisional ballots and forms. Also, note that the county voter registrar may take possession of provisional ballots prior to election night if ballots are kept separate and may be provided without unlawful entry into ballot box. (1 T.A.C. §§ 81.172 — 81.174). Tuesday, May 7, 2024 (3rd day after election day, 39th day before runoff election day) Last day to begin the partial manual count for entities using electronic voting systems for the counting of ballots. This is the last day to begin manual recount of ballots in three precincts or one percent of precincts, whichever is greater. (Sec. 127.201(a), (g)). The count must be completed not later than the 21st day after election day. Results of the manual count must be delivered to Secretary of State not later than the 3rd day after the manual count is completed. (Sec. 127.201(e)). No partial manual count needs to be done of ballots cast on DIRE voting machines, but partial manual count must be completed for mail ballots. (Sec. 127.201(g)). For information on how to begin the partial manual count, please see Tex. Sec'y of State Election Advisory No. 2018-30. The first possible day to conduct official local canvass of returns by governing authority of the political subdivision. However, the canvass may not be conducted until the ballot board has verified and counted all provisional ballots, if a provisional ballot has been cast in the election, AND counted all timely received mailed domestic ballots cast from addresses within the United States, and all timely received mailed ballots cast from addresses outside the United States. (Secs. 67.003, 86.007). Notice of canvass must be posted at least 72 hours continuously before the canvass is conducted. RUNOFF NOTE - A candidate in a runoff election may not withdraw from the election after 5 p.m. of the third day after the date of the final canvass for the main election. (Sec. 145.092). 34 0211312024 Item B. RUNOFF NOTE - The runoff election can be ordered as soon as the canvass is completed. Therefore, May 7, 2024 is the first date a runoff election can be ordered. Our office recommends that a political subdivision order their runoff election as soon as the election has been canvassed. NOTE - NEW LAW: HB 5180 (2023, R.S.) amended Section 1.012 of the Code, effective September 1, 2023, to provide that on the first day after the final canvass of an election is completed, the general custodian of election records shall make images of voted ballots and cast vote records available for public inspection. See Note 22. NOTE: If a recount petition has been filed and a winning candidate's race is involved in the recount, the certificate of election cannot be issued for that race until the recount has been completed. (Secs. 67.016, 212.0331). Cities, Schools, and Other Political Subdivisions: First day that newly -elected local officers may qualify and assume the duties of their offices. Please note that the canvass must have been completed before an officer can assume office. (Sec. 67.016). If a political subdivision was able to cancel its election, this is the first day its elected officials can be issued a certificate of election and take the oath of office. (Secs. 2.053(e), 67.003, 67.016). For information on who can administer an oath, please see Chapter 602 of the Government Code. NOTE: This does not apply to officers of a Type A general law city, who cannot qualify until the 6th day after election day. See entry on Friday, May 10, 2024. Thursday, May 9, 2024 (5th day after election day) Last day to receive ballots from non-military and any military voters casting ballots from outside of the United States, who submitted an ABBM (not an FPCA) AND who placed their ballots in delivery by 7:00 PM on election day, Saturday, May 4, 2024, as evidenced by a postal service cancellation mark or a receipt mark of a common or contract carrier or a courier. (Secs. 86.007, 101.057, 101.001). A late overseas ballot sent by a voter who applied for a ballot using an ABBM (not a military FPCA) cannot be counted if it does not bear a cancellation mark or a receipt mark. (Sec. 86.007(c), (e), (f)). For military voters casting ballots who submitted an FPCA, please See entry for Friday, May 10, 2024. NOTE: Section 86.007 provides that a marked ballot voted by mail from outside of the United States by a voter who received the ballot due to submitting an ABBM is considered timely if it is received at the address on the carrier envelope not later than the fifth day after the date of the election. Further, the delivery is considered timely if the carrier envelope or, if applicable, the envelope containing the carrier envelope is properly addressed with postage or handling charges prepaid and bears a cancellation mark of a recognized postal service or a receipt mark of a common or contract carrier or a courier indicating a time by 7:00 PM on election day. Last day to receive ballots from non-military voters casting ballots from overseas, who submitted an FPCA, AND who placed their ballots in delivery by 7:00 PM on election day, Saturday, May 4, 2024. (Sec. 86.007(d), (e)). Friday, May 10, 2024 (6th day after election day) NOTE - Last day a voter may come to the early voting clerk's office in person to correct certain defects on their carrier envelope. (Secs. 87.0271, 87.0411). See Note 17 and Tex. Sec'y of State Election Advisory No. 2023-13. Deadline for ID related provisional voter to: (1) present acceptable photo identification to county voter registrar; or (2) if the voter does not possess and cannot reasonably obtain acceptable photo identification, follow the Reasonable Impediment Declaration procedure at the county voter registrar; or (3) execute an affidavit relative to "natural disaster" or "religious objection" in presence of county voter registrar, if applicable; or (4) qualify for the disability exemption, if applicable, with the county voter registrar. (Secs. 65.054, 65.0541). Deadline for voter registrar to complete the review of provisional ballots. (1 T.A.C. § 81.175(a)(1)). Last day to receive carrier envelopes mailed domestically (within the United States) OR overseas from voters who submitted a FPCA AND who are members of the armed forces of the United States, or the spouse or a dependent of a member of the armed forces, members of the merchant marines of the United States, or the spouse or a dependent of a member of the merchant marine, members of the Texas National Guard, or the spouse or a dependent of a member of the Texas National Guard, a member of the National Guard of another state, or the spouse or a dependent of a member of the National Guard of another state, or members of the Reserves, or the spouse or a dependent of a member of the Reserves. (Secs. 101.057, 101.001). NOTE - Section 101.057 provides that carrier envelopes mailed domestically or overseas from certain military voters (members of the armed forces of the United States, or the spouse or a dependent of a member of the armed forces, members of the merchant marines of the United States, or the spouse or a dependent of a member of the merchant marine, members of the Texas National Guard, or the spouse or a dependent of a member of the Texas National Guard, a member of the National Guard of another state, or the spouse or a dependent of a member of the National Guard of another state, or members of the Reserves, or the spouse or a dependent of a member of the Reserves) who submitted a Federal Post Card Application (FPCA) may arrive on or before the 6th day after election day. (Secs. 86.007, 101.057, 101.001). NOTE: The carrier envelope or, if applicable, the envelope containing the carrier envelope sent by the military members listed above who applied to vote by mail using the FPCA does NOT need to bear a cancellation or receipt mark in order to be counted. First day that newly elected officers of Type A general law city may qualify and assume duties of office (per Sec. 22.006, Local Government Code), but see NOTE, below. 35 0211312024 Item B. NOTE: If a Type -A municipal officer -elect fails to qualify for office within 30 days after the date of the officer's election, the office is considered vacant. (Sec. 22.007, Local Government Code). See Monday, June 3, 2024 entry.. Council members may take office anytime following the canvass. Section 22.006 of the Texas Local Government Code states that a newly - elected municipal officer of a Type A city may exercise the duties of office beginning the fifth day after the date of the election, excluding Sundays. However, no newly elected official may qualify for office before the official canvass of the election has been conducted (or would have been conducted, in the event of a cancelled election). Section 22.036 of the Texas Local Government Code further requires that the newly- elected governing body of the municipality "meet at the usual meeting place and shall be installed." NOTE - If a recount petition has been filed and a winning candidate's race is involved in the recount, the certificate of election cannot be issued for that race until the recount has been completed. (Secs. 67.016, 212.0331). Monday, May 13, 2024 (9th day after election day) Deadline for custodian of election records or presiding judge of the early voting ballot board to retrieve provisional ballots from county voter registrar. (Sec. 65.051(a)). Last day for early voting ballot board to convene to qualify and count: 1. any late domestic ballots (from non-military and from any military voters who submitted an ABBM)) that bear a cancellation mark or receipt mark indicating they were placed for delivery by mail or common or contract carrier not later than 7:00 PM on election day, May 4, 2024, and were received not later than 5:00 PM on the first business day after election day, Monday, May 6, 2024. (Secs. 86.007(a) & (d- 1), 87.125(a)). 2. any late ballots that were submitted from outside the United States by voters who applied for the ballot using an ABBM or by non-military voters who applied for the ballot using an FPCA, and which were received by the 5th day after election day, Thursday, May 9, 2024. (Secs. 86.007(d), 87.125(a)). 3. any ballots received by the 6th day after election day, Friday, May 10, 2024, from voters who are members of the armed forces of the United States, or the spouse or a dependent of a member of the armed forces, members of the merchant marines of the United States, or the spouse or a dependent of a member of the merchant marine, members of the Texas National Guard, or the spouse or a dependent of a member of the Texas National Guard, a member of the National Guard of another state, or the spouse or a dependent of a member of the National Guard of another state, or members of the Reserves, or the spouse or a dependent of a member of the Reserves, and who applied for a ballot using an FPCA. (Secs. 101.057, 87.125(a)). 4. any provisional ballots that have been reviewed by the voter registrar. (Sec. 65.051(a)). 5. ballots contained in defective carrier envelopes corrected by voters. (Sec. 86.011(d)). NOTE: Ballots that do not qualify under 1-3 above should be treated as ballots not timely returned and should not be delivered to the ballot board. NOTE: If the early voting ballot board needs to meet after this date, it will require a court order to do so. The time the board reconvenes is set by the presiding judge of the early voting ballot board. (Secs. 86.007(d), 87.125). NOTE - Section 65.0581 provides that provisional voting records do not become public information until after the provisional ballots and other voting records have been delivered back to the custodian of election records. (Sec. 65.0581). NOTE - The presiding judge of the central counting station shall provide and attest to a written reconciliation (PDF) of votes and voters at the close of tabulation for election day and again after the central counting station meets for the last time to process late -arriving ballots by mail and provisional ballots. (Sec. 127.131). See Note 18 on Reconciliation. Tuesday, May 14, 2024 (10th day after election day) The presiding judge of the EVBB shall mail a Notice of Rejected Ballot (PDF) to voters whose mail ballots were rejected no later than the 10th day after election day or as soon as practicable, depending on when the EVBB last convenes. (Sec. 87.0431). Wednesday, May 15, 2024 (11th day after election day, 31st day before runoff election day) Last day for official canvass of returns by the governing body of the political subdivision. (Sec. 67.003). RUNOFF NOTE - A candidate in a runoff election may not withdraw from the election after 5 p.m. of the third day after the date of the final canvass for the main election. (Sec. 145.092). RUNOFF NOTE - Our office recommends that once you have the canvass finalized, your entity should immediately order your runoff election if necessary, finalize your ballots preparation, and program your equipment as soon as possible. 36 02/13/2024 Item B. NOTE - NEW LAW: HB 5180 (2023, R.S.) amended Section 1.012 of the Code, effective September 1, 2023, to provide that on the irs ay after the final canvass of an election is completed, the general custodian of election records shall make images of voted ballots and cast vote records available for public inspection. See Note 22. NOTE: If a recount petition has been filed and a winning candidate's race is involved in the recount, the certificate of election cannot be issued for that race until the recount has been completed. (Secs. 67.016, 212.0331). Thursday, May 16, 2024 (30th day before runoff election day) Last day to register to vote or make a change of address effective for the Saturday, June 15, 2024 election. NOTE - A voter who submits a change of address after this date may still be eligible to return to his or her previous precinct to vote under "fail- safe" voting, if he or she still resides in the same county and the same local political subdivision, if applicable, conducting the election. If a voter has moved to a new county, then a voter can vote a limited ballot. Voting by a limited ballot is only available during the early voting period and only at the main early voting polling place (or by mail). (Secs. 15.025, 63.0011, 112.002). NOTE - First day of period during which notice of elections must be published if a runoff election has been ordered, in a newspaper of general circulation if method of giving notice is not specified by a law outside the Texas Election Code, and this method of giving notice is selected. The notice for elections ordered by a county authority or by an authority of a city or school district must be given by publication in a newspaper in addition to any other method specified by a law outside the Election Code. (Sec. 4.003(a)(1), (c), (d)). This notice may be combined with the other notices that are required to be published. The election notice shall be posted on the political subdivision's website. NOTE - While this is the first date that notice of an election can be published in a newspaper of general circulation in the territory under Section 4.003(a)(1), an entity cannot publish notice until the election is ordered. Cities, Schools, and Other Political Subdivisions: It is strongly recommended that the Notice of Voting Order Priority (PDF) for voters with mobility issues also be posted on the subdivision's website, if one is maintained by the political subdivision. (Secs. 63.0015, 85.007(d)). For more information on this requirement, see Note 15. Counties: The recommended time to include this notice on a county website is when the notice of election is also posted on the website. (Secs. 63.0015, 85.007(d)). NOTE - Notice of Previous Polling Place: If a different polling place is being used than at the previous election held by the same authority, Notice of Change to Polling Place (PDF) must be posted at the entrance of the previous polling place informing voters of the current polling place location, if possible. (Sec. 43.062). NOTE - A Federal Postcard Application (FPCA) also serves as an application for permanent registration under Texas law unless the voter marked "my intent to return is uncertain" .(2019 form).(PDF), or "my return is uncertain" (2017 form). The early voting clerk should make a copy (for mailing ballots, keeping records, etc.), then should forward the original to the county voter registrar, as soon as practicable. (Sec. 101.055; 1 T.A.C. § 81.40(a), (c)(2)). Recommended last day for early voting clerk to order supplemental and registration correction lists, if applicable, or order revised original list of registered voters from the voter registrar for early voting by personal appearance. (Secs. 18.001, 18.002, 18.003, 18.004). NOTE - Per Sections 18.002 and 18.003 of the Code, supplemental and corrected voter registration lists must be provided as needed to ensure all eligible voters appear on the official list of registered voters. (Secs. 18.002, 18.003). Friday, May 17, 2024 (13th day after election day) Last day for the presiding judge of the early voting ballot board to mail Notice of Outcome to Provisional Voter (PDF). to provisional voters if the local canvass was held on Tuesday, May 7, 2024, the first day of the canvass period. Such notices must be delivered to provisional voters by the presiding judge no later than the 10th day after the local canvass (Sec. 65.059; 1 T.A.C. § 81.176(e)). Last day for a candidate to withdraw from a runoff election if the canvass was conducted on Wednesday, May 15, 2024. (Sec. 145.092). Sunday, May 19, 2024 (15th day after election day) Election records from the May 4, 2024 election must be available in an electronic format no later than this day, for a fee of not more than $50.00. (Sec. 1.012(e)). Monday, May 20, 2024 (26th day before runoff election day) Deadline to order a runoff election for June 15, 2024. (Sec. 2.024) Sunday, May 26, 2024 (20th day before runoff election day) NOTE - If your local political subdivision has started receiving ballots by mail for the June 15, 2024 runoff election, the early voting ballot board may convene. 37 0211312024 Item B. NOTE - First day that the signature verification committee, if one is appointed, may begin operating. (Sec. 87.027). If your local po i ica subdivision has not created a signature verification committee, please see below about early voting ballot board. For more information on corrective action, see Note 17 and Tex. Sec'y of State Election Advisory No. 2023-13. Monday, May 27, 2024 (19th day before runoff election day) (Memorial Day) Tuesday, May 28, 2024 (24th day after election day; extended from 21st day, Saturday, May 25, 2024, Sec. 1.006) Last day for the presiding judge of the early voting ballot board to mail Notice of Outcome to Provisional Voter (PDF) to provisional voters, if the canvass was held on Wednesday, May 15, 2024. Such notices must be delivered to provisional voters by the presiding judge no later than the 10th day after the local canvass. (The deadline falls on Saturday, May 25, 2024, and is extended to Tuesday, May 28, 2024 under Section 1.006.) (Sec. 65.059; 1 T.A.C. § 81.176(e)). Last day to complete the partial manual count, which is the first business day after the 21 st day after the election. (Secs. 1.006, 127.201(a)). Counties, Cities, and School Districts: Last day for a county who provides election services for an election to post certain information regarding the upcoming election(s) on the county's website per Section 4.009. A city or independent school district that holds an election and maintains an Internet website must also post this same election information on their website even if the county is also posting this data. The information posted on the website must include: 1. the date of the election; 2. the location of each polling place; 3. each candidate for an elected office on the ballot; and 4. each measure on the ballot. (Sec. 4.009). (The deadline falls on Saturday, May 25, 2024 and is extended to Tuesday, May 28, 2024 under Section 1.006.) Friday, May 31, 2024 (15th day before runoff election day) NOTE - Due to the short timeframe between the May 4, 2024 election and the June 15, 2024 runoff election, this is the last day that the notice of an election can be posted on the local political subdivision's website. (Sec. 4.003). NOTE - Last business day to conduct the public Logic and Accuracy testing before early voting as the first test shall be conducted at least 48 hours before the automatic tabulating equipment is used to count ballots voted in the election. NOTE - While this is the last business day to conduct the public Logic and Accuracy test, our office highly recommends that the test be conducted as early as possible. (Sec. 127.093). Deadline to receive an FPCA without a postmark. If an FPCA is received by this date without a postmark to prove mailing date, the early voting clerk will accept the FPCA and mail the applicant a full ballot even if the applicant is not a permanently registered voter but meets the requirements under Title 2 of the Election Code (unless the voter marks the FPCA form "my intent to return is uncertain" .(2019 form).(PDF), or "my return is uncertain (2017 form), in which case the voter receives a federal -only ballot). (Sec. 101.052(i)(1)). Last day to notify election judges of duty to hold election (Writ of Election (PDF),). Notice must be given by the 15th day before the election or the 7th day after the day the election is ordered, whichever is later. The Writ of Election must be given to each presiding judge and include: 1. The judge's duty to hold the election; 2. The type and date of election; 3. The polling place location at which the judge will serve; 4. The polling place hours; and 5. The maximum number of clerks the judge may appoint. (Sec. 4.007). June Runoff Election Early Voting Dates: Monday, June 3, 2024 — Tuesday, June 11, 2024 Monday, June 3, 2024 (30th day after election day, 12th day before runoff election day) If a Type A municipal officer -elect fails to qualify for office within 30 days after the date of the officer's election, the office is considered vacant. (Sec. 22.007, Local Government Code). First day to vote early in person. (Sec. 85.001(e)). NOTE - Voting by limited ballot must be done during the early voting period at the main early voting polling place (or by mail). (Sec. 112.002(a)). NOTE - Early voting in person must be conducted at least nine (9) hours each weekday that is not a legal state holiday unless the political subdivision has fewer than 1,000 registered voters, in which case early voting in person must be conducted at least four (4) hours per day. (Sec. 85.005(b)). This rule only applies to the main early voting location. 38 0211312024 Item B. NOTE - Section 61.002 provides that immediately before the opening of the polls during early voting, the presiding judge or alternate judge snail confirm that the public counters on each voting machine are set to zero and shall print the tape that shows that there are zero votes for each candidate or measure on the ballot. NOTE - Cities are not required to choose two weekdays for the main early voting polling place location to be open for at least 12 hours during the regular early voting period. (Sec. 85.005). NOTE - Independent School Districts: Despite the change in state law that allows an ISD to be closed on school holidays during the mandatory office hours period, you are required to be open during the entire early voting period, except on legal state and national holidays. (Sec. 85.005(b)). NOTE - Joint Elections: If entities are conducting early voting by personal appearance jointly, we recommend a unified schedule covering all requirements; i.e., no entity's requirements should be neglected or subtracted as a result of a joint agreement. First day a voter who becomes sick or disabled on or after Monday, June 3, 2024 may submit an application for a late ballot if the sickness or physical condition prevents the voter from appearing at the polling place without the likelihood of needing personal assistance or of injuring his or her health. (Sec. 102.001). See Application for Emergency Early Voting Ballot Due to Sickness or Physical Disability_(PDF). Applications may continue to be submitted until 5:00 p.m. on election day. (Sec. 102.003). Tuesday, June 4, 2024 (11th day before runoff election day) Last day to receive an (FPCA).(PDF) from a registered voter. If the voter is not registered in the county (and/or marked intent to return "not certain"), the voter is still eligible for a ballot containing federal offices only. In a local (non-federal) election, this means there is no ballot to send the voter. (Secs. 101.052(b), (f), 114.004(c)). NOTE - A member of the Texas National Guard or the National Guard of another state or a member of a reserve component of the armed forces of the United States serving on active duty under an order of the President of the United States or activated on state orders, or the spouse or dependent of a member, may submit an FPCA. (Sec. 101.001). For a full list of eligible FPCA voters, see Note 16. Last day for early voting clerk to receive applications for a ballot to be voted by mail. (Sec. 84.007(c)). All applications to vote by mail must be received by the early voting clerk before the close of regular business or 12 noon, whichever is later. Applications to vote by mail must be submitted by mail, common or contract carrier, fax (if a fax machine is available in the office of the early voting clerk), or by electronic submission of a scanned application with an original signature. The early voting clerk's designated email address must be posted on the Secretary of State's website. If an ABBM is faxed or emailed or if an FPCA is faxed, then the applicant must submit the ORIGINAL application BY MAIL to the early voting clerk so that the early voting clerk receives the original no later than the 4th business day after receiving the emailed or faxed ABBM or faxed FPCA. If the early voting clerk does not receive the original ABBM or FPCA by that deadline, then the emailed or faxed ABBM or faxed FPCA will be considered incomplete, and the early voting clerk may NOT send the applicant a ballot. The early voting clerk should retain a copy of the FPCA for their own records, but should send the FPCA submitted by the voter to the Voter Registrar for registration purposes. (Sec. 84.007). The requirement to mail the original application does not apply to an emailed FPCA. An applicant for a ballot to be voted by mail (ABBM or FPCA) may submit the application by delivering it in person to the early voting clerk if the application is submitted not later than the close of regular business in the clerk's office on Tuesday, June 4, 2024. (Sec. 84.008). NOTE - Section 84.008 of the Code provides that an applicant for a ballot to be voted by mail may submit the application by delivering it in person to the early voting clerk if the application is submitted not later than the deadline provided by Section 84.007(c) of the Code. This means that voters may personally deliver their ABBM or FPCA to the early voting clerk not later than the close of regular business in the early voting clerk's office or 12 noon, whichever is later, on the 11th day before election day (unless that day is a Saturday, Sunday, or legal state or national holiday, in which case the last day is the first preceding regular business day). NOTE - NEW LAW: SB 1599 (2023, R.S.) amended Section 86.008 of the Code, effective September 1, 2023, to require that if the early voting clerk determines that it would not be possible for the applicant to correct certain defects in a mail ballot application and return an application form by mail before the deadline, the clerk may notify the applicant by telephone or e-mail of the defect, and inform the applicant that the applicant may come to the early voting clerk's office before the deadline and correct the defect in person. The clerk shall notify the applicant of a defect discovered and provide the information required to permit the applicant to correct the defect using the Secretary of State's online Ballot by Mail Tracker, if possible. For more information on corrective action, see Note 17 and Tex. Sec'y of State Election Advisory No.2023-13. Note for Counties: Last day for county clerk/elections administrator to deliver final list of voters that have submitted an annual application for ballot by mail to political subdivisions located within the county holding an election on June 15, 2024 for which the county clerk/elections administrator is not the early voting clerk via a joint election agreement or contract for election services. (Sec. 86.0015(c)). Wednesday, June 5, 2024 (10th day before runoff election day) Last day of period during which notice of election must be published if method of giving notice is not specified by a law outside the Election Code and publication is the selected method of giving notice. (Sec. 4.003(a)(1)). The notice for elections ordered by the governor, a county authority, 39 0211312024 Item B. or by an authority of a city or school district must be given by publication in a newspaper in addition to any other method specified y a aw outside the Election Code. (Sec. 4.003(a)(1), (c), (d)). NOTE - A local political subdivision can post their notice of election as soon as the election has been ordered. NOTE - The election notice shall be posted on the political subdivision's website, if the political subdivision maintains a website. Last day to mail a copy of the notice of election to each registered voter of the territory that is covered by the election and is in the jurisdiction of the authority responsible for giving the notice if method of giving notice is not specified by a law outside the Election Code and this method of giving notice is selected. (Secs. 1.006, 4.003(a)(3)). NOTE - The recommended time to include the notice of accepting voters with certain disabilities on a political subdivision's website is when the notice of election is also posted on the website. (Secs. 63.0015, 85.007(d)). Thursday, June 6, 2024 (9th day before runoff election day) NOTE - NEW LAW: SB 1599 (2023, R.S) amended Section 87.0222 of the Code, effective September 1, 2023, to provide that not later than the ninth day before election day, the jacket envelopes containing early voting ballots voted by mail MUST be delivered to the early voting ballot board. This requirement applies regardless of the county's population size. Any jacket envelopes of early voting ballots voted by mail returned after delivery of the ballots to the early voting ballot board may be delivered to the presiding judge of the early voting ballot board between the end of the ninth day before election day and the closing of the polls on election day, or as soon after closing as practicable, at the time or times specified by the presiding judge. The early voting clerk shall post notice of each delivery of balloting materials that is to be made before the time for opening the polls on election day. The notice must be posted at the main early voting polling place continuously for at least 24 hours immediately preceding the delivery. Please note that the mail ballots may not be counted until (i) the polls open on election day; or (ii) in an election conducted by an authority of a county with a population of 100,000 or more or entities that are having joint elections with such a county or who are conducting their election with such a county through a contract for election services, the end of the period for early voting in person. (Secs. 87.0222, 87.0241). NOTE: Results may not be released until the polls close on election day. NOTE - The early voting ballot board must meet by this deadline, regardless of whether carrier envelopes have been received by this date. NOTE - The early voting ballot board can meet as soon as the county has received voted ballots by mail from voters and those materials are delivered to the ballot board. The ballot board does not have to wait until this ninth -day deadline to meet. NOTE - The county clerk/elections administrator must ensure that photocopies or electronic recordings of annual applications for ballot by mail have been delivered to the early voting clerk of every political subdivision holding an election before the ballots by mail are delivered to the early voting ballot board. NOTE - Section 127.1232 provides that for local political subdivisions that are contracting with counties that have a population of 100,000 or more and whose contract designates the county as the general custodian of election records, the general custodian of election records shall implement a video surveillance system that retains a record of all areas containing voted ballots: (1) from the time the voted ballots are delivered to the central counting station until the canvass of the precinct election returns; and (2) from the time the voted ballots are delivered to the signature verification committee or early voting ballot board until the canvass of precinct election returns. Video from the surveillance system shall be made available to the public by live stream. The recorded video is considered an election record and shall be retained by the general custodian until the end of the calendar year in which an election is held or until an election contest filed in the county has been resolved, whichever is later. (Sec. 127.1232). Tex. Sec'y of State Election Advisory No. 2022-10. Monday, June 10, 2024 (5th day before runoff election day) A voter is eligible to vote a late ballot if they will be out of the county of residence on election day due to a death in the immediate family (related within 2nd degree of consanguinity or affinity) that occurs on or after this day. The voter may submit the Application for Emergency Early Ballot Due to Death in Family_(PDF) starting Wednesday, June 12, 2024 (the day after early voting in person ends). (Secs. 103.001, 103.003(b)). An application may be submitted after the last day of the period for early voting by personal appearance and before the close of business on the day before election day. (Sec. 103.003). Tuesday, June 11, 2024 (4th day before runoff election day) Last day to vote early by personal appearance. (Sec. 85.001(e)). Early voting clerk must post Notice of Delivery of Early Voting Balloting Materials (PDF) to the early voting ballot board if materials are to be delivered to the board on Wednesday, June 12, 2024. Notice must be posted continuously for 24 hours preceding each delivery to the board. (Secs. 87.0221, 87.0222, 87.023, 87.024, 87.0241). Entities Contracting with Counties that have a Population of 100,000 or More: After the polls close at the end of early voting by personal appearance, counties with a population of 100,000 or more (or local subdivisions conducting a joint election with such a county or conducting an election through a contract for election services with such a county) may convene F40 0211312024 Item B. their early voting ballot board and begin counting ballots; however, the results may not be announced until after the polls close. ecs. 87.0222, 87.0241). NOTE - If a county with a population of 100,000 or more (or a local subdivision conducting a joint election with such a county or conducting an election through a contract for election services with such a county) is convening their early voting ballot board early to begin counting ballots, the test of the tabulation equipment will need to be completed at least 48 hours before the equipment is used to count ballots. (Secs. 87.0222, 87.0241, 127.096). Entities Contracting with Counties that have a Population of Less than 100,000: Counties may begin convening their early voting ballot board as the county has received voted ballots by mail from voters and those materials are delivered to the ballot board, but cannot begin counting the ballots until the polls open on election day. The early voting clerk shall continuously post notice for 24 hours preceding each delivery of voting materials that is to be made before the time for opening the polls on election day. (Secs. 87.0221, 87.023, 87.024, 87.0241). See Notice of Delivery of Early Voting Balloting Materials (PDF). NOTE - The county elections officer must ensure that photocopies or electronic recordings of annual applications for ballot by mail have been delivered to the early voting clerk of every political subdivision holding an election before the ballots by mail are delivered to the early voting ballot board. NOTE - NEW LAW - Early Voting Ballot Board Actions for a Defective Carrier Envelope: SB 1599 (2023, R.S.) amended Section 87.0411 of the Code, effective September 1, 2023, to provide that not later than the second day after the early voting ballot board discovers a defect(s) in a carrier envelope as described by Section 87.0411(a) of the Code and before the board decides whether to accept or reject a timely delivered ballot under Section 87.041, the board must send the voter a notice of the defect and a corrective action form developed under Section 87.0411(c-1) by mail or by common or contract carrier. The early voting ballot board must include with the notice delivered to the voter: (1) a brief explanation of each defect in the noncomplying ballot; and (2) notice that the voter may either cancel the voter's application to vote by mail in the manner described by Section 84.032, correct the defect in the voter's ballot by submitting a corrective action form by mail or by common or contract carrier, make the correction using the Secretary of State's online Ballot by Mail Tracker, if possible, or come to the early voting clerk's office in person not later than the sixth day after election day to correct the defect(s). For more information on corrective action, see Note 17 and Tex. Sec'y of State Election Advisory No. 2023- 13. NOTE - Section 127.1232 provides that for local political subdivisions that are contracting with counties that have a population of 100,000 or more and whose contract designates the county as the general custodian of election records, the general custodian of election records shall implement a video surveillance system that retains a record of all areas containing voted ballots: (1) from the time the voted ballots are delivered to the central counting station until the canvass of the precinct election returns; and (2) from the time the voted ballots are delivered to the signature verification committee or early voting ballot board until the canvass of precinct election returns. Video from the surveillance system shall be made available to the public by live stream. The recorded video is considered an election record and shall be retained by the general custodian until the end of the calendar year in which an election is held or until an election contest filed in the county has been resolved, whichever is later. (Sec. 127.1232). Tex. Sec'v of State Election Advisory No. 2022-10. Thursday, June 13, 2024 (40th day after election day) Last day of the period for mandatory office hours. See entry for Friday, March 15, 2024. (Sec. 31.122). Friday, June 14, 2024 (day before runoff election day) Last day to submit an Application for Emergency Early Ballot Due to Death in Familv_(PDF)_ The application must be submitted by the close of business on this day. (Sec. 103.003(b)). Last day for early voting clerk to mark the precinct list of registered voters with a notation beside each name of voter who voted early, and deliver list to election judges. The early voting clerk must also deliver the precinct early voting list. (Sec. 87.122). This may be delivered electronically if your county is using an electronic pollbook. Delivery of Provisional Ballots and Forms: If the voter registrar wants to take possession of the provisional ballots and forms on election night, the voter registrar must inform the custodian of the election records and post a Notice of Election Night Transfer (PDF) no later than Friday, June 14, 2024, 24 hours before election day. (1 T.A.C. § 81.174(d)(3)). However, under this type of delivery, the county voter registrar must go to the custodian of election records office and pick up the provisional ballots and forms. NOTE - The general custodian of election records (or the early voting clerk, if applicable) must post a Notice of Delivery of Provisional Ballots (PDF) at least 24 hours before delivery will occur. (1 T.A.C. § 81.174(b)(1)). Saturday, June 15, 2024 (Runoff Election Day) 7:00 a.m. — 7:00 p.m. Polls open. (Sec. 41.031). Voter registrar's office is open. (Sec. 12.004(c)). 41 0211312024 Item B Early voting clerk's office is open for early voting activities. (Sec. 83.01 vo er may deliver a marked ballot by mail to the early voting clerk's office while the polls are open on election day. The voter must provide an acceptable form of identification under Section 63.0101 upon delivery. The identification procedure is the same as that used for personal appearance voting. (Secs. 63.0101, 86.006). 5:00 P.M. Deadline for receiving Application for Emergency Early Voting Ballot Due to Sickness or Physical Disabilitv_(PDF) for late ballots to be voted by persons who became sick or disabled on or after Monday, June 3, 2024. (Sec. 102.003(b)). 7:00 p.m. Regular deadline for receiving early voting ballots by mail. BUT see entry for Monday, June 17, 2024, on "late domestic ballots," and entry for Thursday, June 20, 2024, on other "late" ballots. This is also the deadline to receive late ballots cast by voters who became sick or disabled on or after Monday, June 3, 2024. (Secs. 86.007(a), 102.006(c)). NOTE - Section 61.002 provides that immediately before the opening of the polls on election day, the presiding judge or alternate judge shall confirm that the public counters on each voting machine are set to zero and shall print the tape that shows that there are zero votes for each candidate or measure on the ballot. Immediately after the closing of the polls on election day, the presiding judge or alternate judge shall print the tape to show the number of votes cast for each candidate or measure. Each election judge and alternate judge shall sign the printed tapes. (Sec. 61.002). NOTE - The presiding judge of the central counting station must provide and attest to a written reconciliation (PDF) of votes and voters at the close of tabulation for election day and again after the central counting station meets for the last time to process late -arriving ballots by mail and provisional ballots. (Sec. 127.131). Preliminary Election Reconciliation (PDF) — Unofficial Totals form (Election Day). Election Reconciliation Form (PDF) — Official Results (Canvass Form). SeeNote on Reconciliation. NOTE - Receipt of Mail Ballots: All early voting ballots sent by mail from inside the United States that are received by 7:00 p.m. on election day, June 15, 2024, must be counted on election night. If the carrier envelope does not bear a cancellation mark or a receipt mark, the ballot must arrive before the time the polls are required to close on election day. (Sec. 86.007(a)(1)). If the early voting clerk cannot determine whether a ballot arrived before the deadline, the ballot is considered to have arrived at the time the place at which the carrier envelopes are deposited was last inspected for removal of returned ballots. (Sec. 86.007(b)). The early voting clerk must check the mailbox for early voting mail ballots at least once after the time for regular mail delivery. (Sec. 86.007(b)). NOTE -An early voting mail ballot that is not received by 7:00 p.m. on election day may not be counted unless the ballot may be counted late, which applies to ballots mailed from outside the United States (Sec. 86.007(d)), late domestic ballots (Sec. 86.007(a)(2)), and ballots from members of the armed forces and merchant marine of the United States, Texas National Guard or the National Guard of another state or members of the Reserves, as well as their spouses and dependents (Sec. 101.057). See entry for Monday, June 17, 2024 and for Thursday, June 20, 2024. NOTE - This deadline does not apply to ballots mailed (domestically or from overseas) by certain members of the military who applied for a ballot using an FPCA, as well as members of the Texas National Guard or the National Guard of another state, or members of the Reserves, as well as their spouses and dependents; those voters have until the 6th day after election day (Friday, June 21, 2024) to return their ballots. For a full list of eligible FPCA voters, see Note 16. NOTE - Delivery of Early Voting by Personal Appearance and Mail Ballots: The early voting clerk delivers the voted ballots, the key to the double -locked ballot box, etc., to the early voting ballot board at the time or times specified by the presiding judge of the early voting ballot board, during the hours the polls are open or as soon after the polls close as practicable. (Secs. 87.021, 87.022). The custodian of the key to the second lock of the double -locked early voting ballot box delivers his or her key to the presiding judge of the early voting ballot board on request of the presiding judge. (Secs. 85.032(d), 87.025). The custodian is the sheriff for county elections; the chief of police or city marshal for city elections; and the constable of the justice precinct in which the political subdivision's main office is located (or the sheriff, if there is no constable), for other political subdivision elections. (Sec. 66.060). If ballots are to be delivered before election day, the early voting clerk must post notice (PDF). at least 24 hours before each delivery at the main early voting polling place. Tex. Sec'y of State Election Advisory No. 2022-10. Note on Delivery of Early Voting Ballots to Early Voting Ballot Board Before Election Day: Any jacket envelopes of early voting ballots voted by mail returned after delivery of the ballots to the early voting ballot board may be delivered to the presiding judge of the early voting ballot board between the end of the ninth day before election day and the closing of the polls on election day, or as soon after closing as practicable, at the time or times specified by the presiding judge. Mail ballots may be qualified and processed (signatures verified, carrier envelopes opened, and the secrecy envelope containing the ballot placed in a secure location), but they may not be counted until election day. (Secs. 87.0221, 87.0222, 87.023, 87.024, 87.0241). If ballots are to be delivered before election day, the early voting clerk must post Notice of Delivery of Ballots Voted by Mail (PDF) at least 24 hours before each delivery at the main early voting polling place. Exception: Entities contracting with counties that have a population of 100,000 or more may begin counting ballots no earlier than the end of the period for early voting by personal appearance; the results may not be released until the polls close on election day. (Secs. 87.0221, F42 Fic—eo 12024 Item B. 87.0222, 87.023, 87.024, 87.0241(b), 87.042). If ballots are to be delivered before Election Day, the early voting clerk must post N Delivery of Ballots Voted by Mail (PDF)_at least 24 hours before each delivery at the main early voting polling place. (Secs. 87.0221(b), 87.023(b), 87.024(b)). NOTE - Section 127.1232 provides that for local political subdivisions that are contracting with counties that have a population of 100,000 or more and whose contract designates the county as the general custodian of election records, the general custodian of election records shall implement a video surveillance system that retains a record of all areas containing voted ballots: (1) from the time the voted ballots are delivered to the central counting station until the canvass of the precinct election returns; and (2) from the time the voted ballots are delivered to the signature verification committee or early voting ballot board until the canvass of precinct election returns. Video from the surveillance system shall be made available to the public by live stream. The recorded video is considered an election record and shall be retained by the general custodian until the end of the calendar year in which an election is held or until an election contest filed in the county has been resolved, whichever is later. (Sec. 127.1232). See Tex. Sec'y of State Election Advisory No. 2022-10. NOTE - Manual Examination of Ballots Before Processing on Automatic Counting Equipment: The central counting station manager shall direct the manual examination of all electronic voting system ballots to ascertain whether the ballots can be processed in the usual manner or if the ballots need to be duplicated to clearly reflect the voter's intent. (Sec. 127.125). NOTE - Testing of Tabulating Equipment: The second test of automatic tabulating equipment used for counting ballots at a central counting station must be conducted immediately before the counting of ballots with equipment begins. The third test must be conducted immediately after the counting is completed. (Secs. 127.093, 127.097, 127.098). Transfer of Provisional Ballots to Voter Registrar Election Night: The county voter registrar may take possession of the ballot box(es) or transfer case(s) containing the provisional ballots (or provisional ballot affidavits when DIRE systems are used) on election night (instead of on the next business day) by informing the custodian of election records and posting a notice of such election night transfer no later than 24 hours before election day. Under this type of delivery, the voter registrar must go to the office of the custodian and pick up the ballot box(es) or transfer case(s) and associated forms. (Sec. 65.052; 1 T.A.C. §§ 81.172 — 81.174 & 81.176). See Verification of Provisional Ballots and Serial Numbers (PDF). After the polling place is officially closed and the last person has voted, the presiding judge may from time to time make an unofficial announcement of the total number of votes counted for each candidate and/or for or against each proposition in the order that they appear on the ballot. (Sec. 65.015(a)). The announcement shall be made at the entrance to the polling place. (Sec. 65.015(c)). NOTE - The authority conducting the election may require or prohibit such announcements. (Sec. 65.015(b)). Unofficial election results must be released by the central counting station as soon as they are available after the polls close, but the presiding judge of the central counting station, in cooperation with the county election officer, may choose to withhold the release of vote totals until the last voter has voted. (Sec. 127.1311). NOTE - Precinct Election Returns: Precinct election returns are delivered to the appropriate authorities after completion. (Secs. 66.053(a), 127.065, 127.066, 127.067). Last day to post notice of governing authority's meeting to canvass returns of election if canvass is to take place on Tuesday, June 18, 2024 (3rd day after election). (Sec. 67.003(b)). This notice must be posted at least 72 hours before the scheduled time of the meeting. (Secs. 551.002, 551.041, 551.043, Texas Government Code). NOTE - Section 67.003 provides that, except as provided by Section 67.003(c), each local canvassing authority shall convene to conduct the local canvass at the time set by the canvassing authority's presiding officer not later than the 11th day after election day and not earlier than the later of: 1. the third day after election day; 2. the date on which the early voting ballot board has verified and counted all provisional ballots, if a provisional ballot has been cast in the election; or 3. the date on which all timely received ballots cast from addresses outside of the United States are counted, if a ballot to be voted by mail in the election was provided to a person outside of the United States; or 4. ballots contained in defective carriers timely corrected by voters. Counties, Cities, and School Districts: Section 65.016 of the Code provides for election results information which must be posted on county, city, and school district websites. A county that holds an election or provides election services for an election for a public entity must post certain information regarding election results on their website after the election. A city or independent school district that holds an election and maintains an Internet website must also post certain information on their website related to election results, even if the county is also posting. All entities must post the required information as soon as practicable after the election. The required information includes: 1. the results of each election; 2. the total number of votes cast; 3. the total number of votes cast for each candidate or for or against each measure; 4. the total number of votes cast by personal appearance on election day; 5. the total number of votes cast by personal appearance or mail during the early voting period; and F43 0211312024 Item 8. 6. the total number of counted and uncounted provisional ballots cast. (Sec. 65.016). We recommend that election results information remain posted on the entity's main page (or within two clicks of the main page) at least until the next election, and that the information continues to be available for the full 22-month retention period for election records. Entities may choose to make older election results information available on their website. Entities contracting with counties that have a population of 250,000 or more: Per Section 127.009 of the Election Code, entities that are contracting or holding elections with counties that have a population of 250,000 or more must forward a copy of the audit logs from the central counting station to the Secretary of State no later than the fifth day after voting is completed. The information may be forwarded to the Secretary of State by email, use of a thumb drive, or by mail. Monday, June 17, 2024 (1st business day after runoff election day) 5:00 p.m. - Deadline to receive "late domestic ballots" mailed within the United States from non-military voters and from any military voters who submitted an Application for Ballot by Mail ("ABBM") (not a Federal Post Card Application — "FPCA"), if the carrier envelope was placed for delivery by mail or common or contract carrier AND bears a cancellation mark of a postal service or a receipt mark of a common or contract carrier or a courier indicating a time not later than 7:00 p.m. at the location of the election on election day, June 15, 2024. (Secs. 86.007, 101.057, 101.001). A late domestic ballot cannot be counted if it does not bear a cancellation mark or a receipt mark. NOTE - Because of the deadline to receive "late domestic ballots," it is imperative that you check your mail at 5:00 p.m. NOTE - Section 86.007 provides that a marked ballot voted by mail that a voter received due to submitting an ABBM may arrive at the address on the carrier envelope not later than 5:00 p.m. on the day after election day, if the carrier envelope was placed for delivery by mail or common or contract carrier from within the United States and bears a cancellation mark of a postal service or a receipt mark of a common or contract carrier or a courier from not later than 7:OOp.m. at the location of the election on election day. NOTE - This deadline does not apply to ballots sent by non-military voters who are overseas but applied for a ballot using an ABBM; these voters have until the 5th day after election day to return their ballots (or the next business day if the 5th day falls on a weekend or legal state or federal holiday). This deadline also does not apply to ballots mailed (domestically or from overseas) by certain members of the military who applied for a ballot using an FPCA, as well as members of the Texas National Guard or the National Guard of another state, or members of the Reserves, as well as their spouses and dependents; those voters have until the 6th day after election day to return their ballots. See entry for Friday, June 21, 2024. Unless the county voter registrar has already taken possession of the provisional ballots prior to this date, the general custodian of election records must deliver the locked ballot box(es) or transfer case(s) containing the provisional ballots (or provisional ballot affidavits when DRE systems are used), along with the Summary of Provisional Ballots and the List of Provisional Voters for each precinct to the voter registrar by this day. The general custodian of election records makes this delivery to the voter registrar during the voter registrar office's regular business hours. (Secs. 65.052, 65.053; 1 T.A.C. §§ 81.172 — 81.174 & 81.176). NOTE for Political Subdivisions Located in More than One County: A political subdivision will have to make delivery of the provisional ballots and forms to the county voter registrar in each county in which the political subdivision is located. (1 T.A.C. §§ 81.172 — 81.174). NOTE - If the county voter registrar wants to take possession of the provisional ballots and forms on election night (Saturday, June 15, 2024), the county voter registrar must inform the custodian of the election records and post a notice of the transfer no later than 24 hours before election day. However, under this type of delivery, the county voter registrar must go to the custodian of election records office and pick up the provisional ballots and forms. Also, note that the county voter registrar may take possession of provisional ballots prior to election night if ballots are kept separate and may be provided without unlawful entry into ballot box. (1 T.A.C. §§ 81.172 — 81.174). Tuesday, June 18, 2024 (3rd day after runoff election day) Last day to begin the partial manual count for districts using electronic voting systems. This is the last day to begin manual recount of ballots in three precincts or one percent of precincts, whichever is greater (Sec. 127.201(a), (g)). The count must be completed not later than the 21 st day after election day. Results of the manual count must be delivered to the Secretary of State not later than the 3rd day after the manual count is completed. (Sec. 127.201(e)). No partial manual count needs to be done of ballots cast on DIRE voting machines. (Sec. 127.201(g)). For additional information on the partial manual count, please see Tex. Sec'v of State Election Advisory. No. 2018-30. The first possible day to conduct the official local canvass of returns by the governing authority of the political subdivision. However, the canvass may not be conducted until the early voting ballot board has verified and counted all provisional ballots, if a provisional ballot has been cast in the election, AND counted all timely received mailed domestic ballots cast from addresses within the United States, and all timely received mailed ballots cast from addresses outside the United States. (Secs. 67.003, 86.007). Notice of canvass must be posted at least 72 hours continuously before the canvass is conducted. NOTE - NEW LAW: HB 5180 (2023, R.S.) amended Section 1.012 of the Code, effective September 1, 2023, to provide that on the first day after the final canvass of an election is completed, the general custodian of election records shall make images of voted ballots and cast vote records available for public inspection. F44 0211312024 Item B. NOTE - If a recount petition has been filed and a winning candidate's race is involved in the recount, the certificate of election cannot be issue for that race until the recount has been completed. (Secs. 67.016, 212.0331). Cities, Schools, and Other Political Subdivisions: First day that newly -elected local officers may qualify and assume the duties of their offices. Please note that the canvass must have been completed before an officer can assume office. (Sec. 67.016). If a political subdivision was able to cancel its election, this is the first day its elected officials can take the oath of office and be issued a certificate of election. (Secs. 2.053(e), 67.003, 67.016). For information on who can administer an oath, please see Chapter 602 of the Government Code. NOTE - This does not apply to officers of a Type A general law city. See entry at Friday, June 21, 2024. Wednesday, June 19, 2024 (Juneteenth) Thursday, June 20, 2024 (5th day after runoff election day) Last day to receive ballots from non-military and any military voters casting ballots from outside of the United States, who submitted an ABBM (not an FPCA) AND who placed their ballots in delivery by 7:00 p.m. on election day, Saturday, June 15, 2024, as evidenced by a postal service cancellation mark or a receipt mark of a common or contract carrier or a courier (Secs. 86.007, 101.057, 101.001). A late overseas ballot sent by a voter who applied for a ballot using an ABBM (not an FPCA) cannot be counted if it does not bear a cancellation mark or a receipt mark. NOTE - Section 86.007 provides that a marked ballot voted by mail from outside of the United States by a voter who received the ballot due to submitting an ABBM is considered timely if it is received at the address on the carrier envelope not later than the fifth day after the date of the election. Further, the delivery is considered timely if the carrier envelope or, if applicable, the envelope containing the carrier envelope is properly addressed with postage or handling charges prepaid and bears a cancellation mark of a recognized postal service or a receipt mark of a common or contract carrier or a courier indicating a time by 7:00 p.m. on election day. Last day to receive ballots from non-military voters casting ballots from overseas, who submitted a FPCA, AND who placed their ballots in delivery by 7:00 p.m. on election day, Saturday, June 15, 2024. (Sec. 86.007(d), (e)). Friday, June 21, 2024 (6th day after runoff election day) Last day to receive carrier envelopes mailed domestically (within the United States) OR overseas from voters who submitted a FPCA AND who are members of the armed forces of the United States, or the spouse or a dependent of a member of the armed forces, members of the merchant marines of the United States, or the spouse or a dependent of a member of the merchant marine, members of the Texas National Guard, or the spouse or a dependent of a member of the Texas National Guard, a member of the National Guard of another state, or the spouse or a dependent of a member of the National Guard of another state, or members of the Reserves, or the spouse or a dependent of a member of the Reserves. (Secs. 101.057, 101.001). NOTE - Section 101.057 provides that carrier envelopes mailed domestically or overseas from certain military voters (members of the armed forces of the United States, or the spouse or a dependent of a member of the armed forces, members of the merchant marines of the United States, or the spouse or a dependent of a member of the merchant marine, members of the Texas National Guard, or the spouse or a dependent of a member of the Texas National Guard, a member of the National Guard of another state, or the spouse or a dependent of a member of the National Guard of another state, or members of the Reserves, or the spouse or a dependent of a member of the Reserves) who submitted a Federal Post Card Application (FPCA) may arrive on or before the 6th day after election day. (Secs. 86.007, 101.057, 101.001). NOTE - The carrier envelope or, if applicable, the envelope containing the carrier envelope sent by the members listed above who applied to vote by mail using the FPCA does NOT need to bear a cancellation or receipt mark in order to be counted. NOTE - Last day a voter may come to the early voting clerk's office in person to correct certain defects on their carrier envelope. (Secs. 87.0271, 87.0411). See Note 17 and Tex. Sec'y of State Election Advisory No. 2023-13. Deadline for ID related provisional voter to (1) present acceptable photo identification to county voter registrar; or (2) if the voter does not possess and cannot reasonably obtain acceptable photo identification, follow the Reasonable Impediment Declaration procedure at the county voter registrar; or (3) execute an affidavit relative to "natural disaster" or "religious objection" in presence of county voter registrar, if applicable; or (4) qualify for the disability exemption, if applicable, with the county voter registrar. (Secs. 65.054, 65.0541). Deadline for voter registrar to complete the review of provisional ballots. (1 T.A.C. § 81.175(a)(1)). First day that newly -elected officers of Type A general law city may qualify and assume duties of office. (Sec. 22.006, Local Government Code). But see NOTE, below. NOTE - Council members may take office anytime following the canvass. Section 22.006 of the Texas Local Government Code states that a newly -elected municipal officer of a Type A city may exercise the duties of office beginning the fifth day after the date of the election, excluding Sundays. However, no newly elected official may qualify for office before the official canvass of the election has been conducted (or would have been conducted, in the event of a cancelled election). Section 22.036 of the Texas Local Government Code further requires that the newly- elected governing body of the municipality "meet at the usual meeting place and shall be installed." NOTE - If a Type A municipal officer -elect fails to qualify for office within 30 days after the date of the officer's election, the office is considered vacant. (Sec. 22.007, Local Government Code). See entry for Monday, July 15, 2024. F45 0211312024 Item 8. Monday, June 24, 2024 (9th day after runoff election day) Deadline for custodian of election records or presiding judge of the early voting ballot board to retrieve provisional ballots from county voter registrar. (Sec. 65.051(a)). Last day for early voting ballot board to convene to qualify and count the following ballots addressed below: 1. any late domestic ballots (from non-military and from any military voters who submitted an ABBM) that bear a cancellation mark or receipt mark indicating they were placed for delivery by mail or common or contract carrier not later than 7:00 p.m. on election day, June 15, 2024, and were received not later than 5:00 p.m. on the first business day after election day, on Monday, June 17, 2024. (Secs. 86.007(a), 87.125(a)). 2. any late ballots that were submitted from outside the United States by voters who applied for the ballot using an ABBM or by non-military voters who applied for the ballot using an FPCA, and which were received by the 5th day after election day, Thursday, June 20, 2024. (Secs. 86.007(d), 87.125(a)). 3. any ballots received by the 6th day after election day, Friday, June 21, 2024, from voters who are members of the armed forces of the United States, or the spouse or a dependent of a member of the armed forces, members of the merchant marines of the United States, or the spouse or a dependent of a member of the merchant marine, members of the Texas National Guard, or the spouse or a dependent of a member of the Texas National Guard, a member of the National Guard of another state, or the spouse or a dependent of a member of the National Guard of another state, or members of the Reserves, or the spouse or a dependent of a member of the Reserves, and who applied for a ballot using an FPCA. (Secs. 101.057, 87.125(a)). 4. any provisional ballots that have been reviewed by the voter registrar. (Sec. 65.051(a)). 5. ballots contained in defective carrier envelopes corrected by voters. (Sec. 86.011(d)). NOTE - Ballots that do not qualify under 1-3 above should be treated as ballots not timely returned and should not be delivered to the ballot board. NOTE - If the early voting ballot board needs to meet after this date, it will require a court order to do so. The time the board reconvenes is set by the presiding judge of the early voting ballot board. (Secs. 86.007(d), 87.125). NOTE - Section 65.0581 provides that provisional voting records do not become public information until after the provisional ballots and other voting records have been delivered back to the custodian of election records. (Sec. 65.0581). NOTE - The presiding judge of the central counting station must attest to a written reconciliation (PDF) of votes and voters at the close of tabulation for election day and again after the central counting station meets for the last time to process late -arriving ballots by mail and provisional ballots. (Sec. 127.131). Tuesday, June 25, 2024 (10th day after runoff election day) Last day for the presiding judge of the early voting ballot board to mail a Notice of Rejected Ballot (PDF) to voters whose mail ballots were rejected. (Sec. 87.0431). Wednesday, June 26, 2024 (11th day after runoff election day) Last day for official canvass of returns by governing authority of political subdivision. (Sec. 67.003). NOTE - NEW LAW: HB 5180 (2023, R.S.) amended Section 1.012 of the Code, effective September 1, 2023, to provide that on the first day after the final canvass of an election is completed, the general custodian of election records shall make images of voted ballots and cast vote records available for public inspection. NOTE - If a recount petition has been filed and a winning candidate's race is involved in the recount, the certificate of election cannot be issued for that race until the recount has been completed. (Secs. 67.016, 212.0331). Thursday, June 27, 2024 (12th day after runoff election day) NOTE - NEW LAW: HB 5180 (2023, R.S.) amended Section 1.012 of the Code, effective September 1, 2023, to provide that on the first day after the final canvass of an election is completed, the general custodian of election records shall make images of voted ballots and cast vote records available for public inspection. Friday, June 28, 2024 (13th day after runoff election day) Last day for the presiding judge of the early voting ballot board to mail Notice of Outcome to Provisional Voter (PDF) to provisional voters if the local canvass was held Tuesday, June 18, 2024, the first day of the canvass period. Such notices must be delivered to provisional voters by the presiding judge no later than the 10th day after the local canvass (Sec. 65.059; 1 T.A.C. § 81.176(e)). F46 0211312024 Item 8. July Thursday, July 4, 2024 (Independence Day) (61st day after May 4, 2024 election day) NOTE - NEW LAW: HB 5180 (2023, R.S.) amended Section 1.012 of the Code, effective September 1, 2023, to provide that on the 61st day after election day, the general custodian of election records shall make the original voted ballots available for public inspection. First day that ballot box(es) from the May 4, 2024 election may be unlocked and its voted ballots may be transferred to another secure container for the remainder of the preservation period. (Sec. 66.058(b)). NOTE - Our office recommends that the county elections office work closely with its county attorney and its public information division in ensuring that records have been properly redacted before being made publicly available. Please direct any questions about the procedures for responding to a public information request, including the timeframes for such responses, to the Office of the Attorney General via its Open Government Hotline, (877) OPEN TEX (673-6839). NOTE - For guidance on retention of electronic voting system media please see Tex. Sec'y of State Election Advisory. No. 2019-23. Monday, July 8, 2024 (24th day after runoff election day) Last day to complete the partial manual count for the June 15, 2024 runoff election. This deadline is extended to the next regular business day, which is Monday, July 8, 2024, due to the 21st day falling on a Saturday. (Secs. 1.006, 127.201(a)). Last day for the presiding judge of the early voting ballot board to mail Notice of Outcome to Provisional Voter (PDF). to provisional voters if the local canvass was held on Wednesday, June 26, 2024, the last day of the canvass period. (Sec. 65.059; 1 T.A.C. § 81.176(e)). Such notices must be delivered to provisional voters by the presiding judge no later than the 10th day after the local canvass. Monday, July 15, 2024 (30th day after runoff election day) If a Type A municipal officer -elect fails to qualify for office within 30 days after the date of the officer's election, the office is considered vacant. (Sec. 22.007, Local Government Code). August Thursday, August 15, 2024 (61st day after election day) NOTE - NEW LAW: HB 5180 (2023, R.S.) amended Section 1.012 of the Code, effective September 1, 2023, to provide that on the 61st day after election day, the general custodian of election records shall make the original voted ballots available for public inspection. First day that ballot box(es) from the June 15, 2024 election may be unlocked and its voted ballots may be transferred to another secure container for the remainder of the preservation period. (Sec. 66.058(b)). NOTE - Our office recommends that the county elections office work closely with its county attorney and its public information division in ensuring that records have been properly redacted before being made publicly available. Please direct any questions about the procedures for responding to a public information request, including the timeframes for such responses, to the Office of the Attorney General via its Open Government Hotline, (877) OPEN TEX (673-6839). NOTE - For guidance on retention of electronic voting system media, please see Tex. Sec'y of State Election Advisory No. 2019-23. 2025-2026 Wednesday, January 1, 2025 (1 st day after the end of the calendar year in which the election was held) First day that surveillance video of areas containing voted ballots from the May 4, 2024 election and June 15, 2024 runoff election may be destroyed IF there is no unresolved election contest. NOTE - Section 127.1232 provides that in counties with a population of 100,000 or more, the general custodian of election records shall implement a video surveillance system that retains a record of all areas containing voted ballots: (1) from the time the voted ballots are delivered to the central counting station until the canvass of the precinct election returns; and (2) from the time the voted ballots are delivered to the signature verification committee or early voting ballot board until the canvass of precinct election returns. Video from the surveillance system shall be made available to the public by live stream. The recorded video is considered an election record and shall be retained by the general custodian until the end of the calendar year in which an election is held or until an election contest filed in the county has been resolved, whichever is later. (Sec. 127.1232). See Tex. Sec'v of State Election Advisory. No. 2022-10. Thursday, March 5, 2026 (day after 22 months after May 4, 2024 election day) F47 Contents of ballot box(es) may be destroyed IF no contest or criminal investigation has arisen (Secs. request has been filed (Tex. Att'y Gen. ORD-505 (1988))_ 0211312024 Item B. 1.013, 66.058), and IF no open records All election records must be preserved for 22 months from election day, even when there is no federal office on the ballot. (Sec. 66.058). Notable Exceptions: Permanent Records: Election results must be permanently maintained in the election register. (Sec. 67.006). Electronic Voting Systems: See advisories on our website for preservation procedures for electronic voting systems. (See Tex. Sec'y of State Election Advisory No. 2019-23.) Thursday, April 16, 2026 (day after 22 months after June 15, 2024 election day) Contents of ballot box(es) may be destroyed IF no contest or criminal investigation has arisen (Secs. 1.013, 66.058), and IF no open records request has been filed .(Tex. Att'y Gen. ORD-505 (1988)(PDF)). ALL election records must be preserved for 22 months from election day, even when there is no federal office on the ballot. (Sec. 66.058). Notable Exceptions: Permanent Records: Election results must be permanently maintained in the election register. (Sec. 67.006). Electronic Voting Systems: See advisories on our website for preservation procedures for electronic voting systems. See Tex. Sec'y of State Election Advisory No. 2019-23. Tuesday, May 5, 2026 (day after Two Years after May 4, 2024 election day) NOTE: Retention of Voter Registration List: County voter registrar must maintain copy of each voter list prepared for each countywide election for 2 years (24 months) after election day. (Sec. 18.011). NOTE: Retention of Candidate Applications: Candidate applications must be retained by the governing body for two years after date of election. (Sec. 141.036). Tuesday, June 16, 2026 (day after two years after June 15, 2024 election day) NOTE - Retention of Voter Registration List: County voter registrar must maintain copy of each voter list prepared for each countywide election for 2 years (24 months) after election day. (Sec. 18.011). NOTE - Retention of Candidate Applications: Candidate applications must be retained by the governing body for two years after date of election. (Sec. 141.036). F48 0211312024 Item C. IAI fN CITY OF WYLIE Department Prepared By: City Secretary Stephanie Storm Wylie City Council AGENDA REPORT Account Code: isider, and act upon, Resolution No. 2024-04(R) authorizing the City Manager to execute a Joint General and Special �tion Services Contract between the City of Wylie and the Collin County Elections Administrator to be administered by Collin County Elections Administrator for the May 4, 2024 Wylie General Election. to approve the Item as presented. the terms of this agreement, the City of Wylie and jurisdictions contracting with Collin County Elections Administration hereby agree, pursuant to the provisions of the Texas Election Code, to hold a joint election for the General Election to be d on Saturday, May 4, 2024. The entities will contract with the Collin County Elections Administrator to perform various .ies and responsibilities on behalf of the entities. The contract presented has specified duties and costs to administer the ction. This agreement, once executed, will formalize the joint General Election for May 4, 2024 between the entities and )rove the shared cost for the General Election. Under the terms of the contract, it is noted that if one entity cancels their ction a charge of $75.00 will be accessed and the other entities will assume the full cost for the election. 2, Section I (c) of the Home Rule Charter allows the Council to cooperate with the government of any County for any purpose for the advancement of the interests of its inhabitants and cost savings to the taxpayers. The Election Code and encourages cities to contract with any county within its incorporated city limits for the administration of local County Elections Administrator Bruce Sherbet will administer the election for registered voters residing in the crated city limits of Wylie within Collin County. F49 0211312024 Item C. RESOLUTION NO.2024-04(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, HEREBY AUTHORIZING THE CITY MANAGER TO EXECUTE A JOINT ELECTION CONTRACT BY AND BETWEEN THE CITY OF WYLIE AND THE COLLIN COUNTY ELECTIONS ADMINISTRATOR FOR ADMINISTRATION OF THE MAY 4, 2024 WYLIE GENERAL ELECTION FOR THE CITY'S VOTERS RESIDING IN COLLIN COUNTY. WHEREAS, the City Council of the City of Wylie wishes to contract with Collin County Elections Administrator, Bruce Sherbet to administer the May 4, 2024 General Election as referenced in the contract which is attached as Exhibit "A", and WHEREAS, Article 2, Section 1(c) of the Home Rule Charter allows the Council to cooperate with the government of any County for any lawful purpose for the advancement of the interests of its inhabitants and cost savings to the taxpayers. The Election Code allows and encourages cities to contract with any county within its incorporated city limits for the administration of local elections. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: The City Manager of the City of Wylie, Texas, is hereby authorized to execute, on behalf of the City Council of the City of Wylie, Texas, an Agreement by and between the City of Wylie and the Collin County Elections Administration for the Administration of the May 4, 2024 Wylie General Election for Collin County Voters. SECTION 2: This Resolution shall take effect immediately upon its passage. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, on this 13th day of February, 2024. Matthew Porter, Mayor ATTEST TO: Stephanie Storm, City Secretary Resolution No. 2024-04(R) — Collin County Election Administration Contract Page 1 of 2 50 0211312024 Item C. 1W41,11.]097M Contract for Election Services Resolution No. 2024-04(R) — Collin County Election Administration Contract Page 2 of 2 51 0211312024 Item C. 1: COLLIN COUNTY JOINT ELECTION SERVICES CONTRACT ("Election Services Contract") ELECTION SERVICES AGREEMENT BETWEEN THE COLLIN COUNTY ELECTIONS ADMINISTRATOR ("Contracting Election Officer") AND CITY OF WYLIE, TEXAS ("Participating Political Subdivision") FOR THE CONDUCT OF A JOINT ELECTION TO BE HELD ON SATURDAY, MAY 4, 2024 TO BE ADMINISTERED BY THE COLLIN COUNTY ELECTIONS ADMINISTRATOR F52 0211312024 Item C. 1. ADMINISTRATION AND STATUTORY AUTHORITY Bruce Sherbet ("Bruce Sherbet") is the duly appointed County Elections Administrator ("Elections Administrator") of Collin County, Texas, and the Department Head of the Collin County Elections Department. As such, Mr. Sherbet is the Election Administrator of Collin County, Texas and authorized by Subchapter D of Chapter 31 of Title 3 of the Texas Election Code to enter into this Election Services Contract with the contracting authority of the Participating Political Subdivision. b. The contracting authority of the Participating Political Subdivision is hereby participating in the Joint Election to be held in Collin County, Texas on Saturday, May 4, 2024. The Participating Political Subdivision is hereby contracting with the Elections Administrator of Collin County, Texas and all other joining jurisdictions to perform the election services set forth in this Election Services Contract under Subchapter D of Chapter 31 of Title 3 of the Texas Election Code. 2. DUTIES AND SERVICES OF THE CONTRACTING ELECTION OFFICER The Contracting Election Officer shall be responsible for performing the following duties and shall furnish the following services and equipment: i. The Contracting Election Officer will prepare and publish the required Notice of Election and post the required orders and resolutions to the Collin County Elections Department website. ii. The Contracting Election Officer shall arrange for appointment, notification (including writ of election), training and compensation of all presiding judges, alternate judges, the judge of the Central Count Station and judge of the Early Voting Ballot Board. iii. The Contracting Election Officer shall be responsible for notification of each Election Day and Early Voting presiding judge and alternate judge of his/her appointment. The presiding election judge of each vote center will use his/her discretion to determine when additional workers are needed, during peak voting hours. iv. The Contracting Election Officer will determine the number of clerks to work in the Central Count Station and the number of clerks to work on the Ballot Board. 1. Election judges shall attend the Contracting Election Officer's school of instruction (Election Law Class). A training event calendar will be provided. 2. Election judges and alternate judges shall be responsible for picking up and returning election supplies to the County Election Warehouse located at 2010 Redbud Blvd., Suite 102, McKinney. Compensation for this pickup and delivery of supplies will be $25.00. v. The Contracting Election Officer shall compensate each election judge and worker. Each judge shall receive $15.00 per hour, each alternate judge shall receive $14.00 per hour, and each clerk shall receive $13.00 per hour for services rendered. Overtime will be paid to each person working more than 40 hours per week. F53] 0211312024 Item C. b. The Contracting Election Officer shall procure, prepare, and distribute voting machines, election kits, and election supplies. i. The Contracting Election Officer shall secure election kits, which include the legal documentation required to hold an election and all supplies. ii. The Contracting Election Officer shall secure the tables, chairs, and legal documentation required to run the Central Count Station. iii. The Contracting Election Officer shall provide all lists of registered voters required for use on Election Day and for the Early Voting period required by law. iv. The Contracting Election Officer shall procure and arrange for the distribution of all election equipment and supplies required to hold an election. 1. Equipment includes the rental of ES&S ExpressVote Universal Voting Machines (EVS 6.1.1.0), ES&S ExpressTouch Curbside Voting Machines (EVS 6.1.1.0), ES&S DS200 Ballot Counters (EVS 6.1.1.0), ES&S Model DS450 and DS850 High -Speed Scanners/Tabulators (EVS 6.1.1.0), ADA compliant headphones and keypads, voting signs, and election supply cabinets. 2. Supplies include paper ballot cards, Early Voting and Election Day supply kits, provisional ballot kits, security seals, pens, tape, markers, etc. The Contracting Election Officer, Bruce Sherbet, shall be appointed the Early Voting Clerk. i. The Contracting Election Officer shall supervise and conduct Early Voting by mail and in person and shall secure personnel to serve as Early Voting Deputies. ii. The Contracting Election Officer shall select the Early Voting polling locations and arrange for the use of each. iii. Early Voting by personal appearance for the Participating Political Subdivision shall be conducted during the Early Voting dates and times and at the locations listed in Exhibit "A" attached and incorporated by reference into this Election Services Contract. iv. All applications for an Early Voting mail ballot shall be received and processed by the Collin County Elections Administration Office located at 2010 Redbud Blvd., Suite 102, McKinney, Texas 75069. 1. Applications for mail ballots erroneously mailed to the Participating Political Subdivision shall immediately be faxed to the Contracting Officer for timely processing. The original application shall then be forwarded to the Contracting Election Officer for proper retention. 2. All Federal Post Card Applications (FPCA) will be sent a mail ballot. No postage is required. v. All Early Voting ballots (those cast by mail and those cast by personal appearance) shall be prepared for counting by the Early Voting Ballot Board in accordance with Section 87.000 of the Texas Election Code. The Contracting Officer shall appoint the presiding judge of this Board. The Contracting Election Officer shall select the Election Day vote centers and arrange for the use of each. i. The Participating Political Subdivision shall assume the responsibility of remitting their portion of cost of all employee services required to provide access, provide security or provide custodial services for the vote centers. ii. The Election Day vote centers are listed in Exhibit "B", attached and incorporated by reference into this Election Services Contract. F54 0211312024 Item C. The Contracting Election Officer shall be responsible for establishing and operating the Central Count Station to receive and tabulate the voted ballots in accordance with Section 127.001 of the Election Code and of this agreement. The Central Count Station Manager shall be Bruce Sherbet. The Central Count Station Judge shall be Kathi-Ann Rivard. The Tabulation Supervisor shall be Brian Griesbach. i. The Tabulation Supervisor shall prepare, test and run the County's tabulation system in accordance with statutory requirements and county policies, under the auspices of the Contracting Election Officer. ii. The Public Logic and Accuracy Test and Hash Validation of the electronic voting system shall be conducted in accordance with Texas Election Code. The Contracting Election Officer will post the required Notice of Logic and Accuracy Testing and Hash Validation. iii. Election night reports will be available to the Participating Political Subdivision at the Central Counting Station on election night. Provisional ballots will be tabulated after election night in accordance with State law. iv. The Contracting Election Officer shall prepare the unofficial canvass report after all precincts have been counted, and will provide canvassing documents to the Participating Political Subdivision as soon as possible after all returns have been tallied. v. The Contracting Election Officer shall be appointed as the custodian of the voted ballots and shall retain all election materials for a period of 22 months. 1. Pending no litigation and as prescribed by law, the voted ballots shall be shredded 22 months after the election. The Contracting Election Officer shall conduct a partial manual count as prescribed by Section 127.201 of the Texas Election Code and submit a written report to the Participating Political Subdivision in a timely manner. If applicable, a written report shall be submitted to the Secretary of State as required by Section 127.201 of the aforementioned code. 3. DUTIES AND SERVICES OF THE PARTICIPATING POLITICAL SUBDIVISION The Participating Political Subdivision shall assume the following duties: i. The Participating Political Subdivision will prepare, adopt, and publish all legally required election orders, resolutions, and other documents required by, or of, their governing bodies. The Participating Political Subdivision are required to send Collin County Elections Department a copy of any election order or resolution related to this Joint Election within three business days of publishing, adopting or ordering it. ii. The Participating Political Subdivision shall provide the Contracting Election Officer with an updated map and street index of their jurisdiction in an electronic (PDF and shape files preferred) or printed format as soon as possible but no later than Friday, February 16, 2024. iii. The Participating Political Subdivision shall procure and provide the Contracting Election Officer with the ballot layout and Spanish translation in an electronic format. 1. The Participating Political Subdivision shall deliver to the Contracting Election Officer as soon as possible, but no later than 5:00 p.m. Friday, February 16, 2024, the official wording for the Participating Political Subdivision's May 4, 2024 Joint Election. The Participating Political Subdivision shall approve the ballot proofs format within 24 hours of receiving the ballot proof and prior to the final printing. 4 F55] 0211312024 Item C. a. If the Participating Political Subdivision fails to approve the ballot proofs within 24 hours of receiving the proofs, the Contracting Election Officer will presume that the ballot proofs have been approved bythe Participating Political Subdivision. Any costs incurred by making any changes to the ballot (designing, printing, programming, etc.) from this point forward will be the responsibility of the Participating Political Subdivision. iv. The Participating Political Subdivision shall compensate the Contracting Election Officer for all associated costs including any additional verified cost incurred in the process of running this election or for a manual recount, this election may require, consistent with charges and hourly rates shown on Exhibit "C" for required services. 1. The charges incurred during the manual recount are outlined in Sec. 212 of the Texas Election Code. b. The Participating Political Subdivision shall pay the Contracting Election Officer 90% of the estimated cost to run the said election prior to Friday, March 29, 2024. The Contracting Election Officer shall place the funds in a "contract fund" as prescribed by Section 31.100 of the Texas Election Code. The deposit should be made payable to the "Collin County Treasury" with a note "For election services" included with the check documentation and delivered to the Collin County Treasury, 2300 Bloomdale Rd., #3138, McKinney, Texas 75071. c. The Participating Political Subdivision shall pay the cost of conducting said election, less partial payment, including the 10% administrative fee, pursuant to the Texas Election Code, Section 31.100, within 30 days from the date of final billing. Additionally, all payments in excess of the final cost to perform the election will be refunded to the Participating Political Subdivision. 4. COST OF SERVICES. See Exhibit "C". b. Note: A Participating Political Subdivision shall incur a minimum cost of $3,500.00 to conduct a joint election with the Collin County Elections Department. 5. RUNOFF ELECTIONS a. Each Participating Political Subdivision shall have the option of extending the terms of this contract through its Runoff Election, if applicable. In the event of such Runoff Election, the terms of this contract shall automatically extend unless the Participating Political Subdivision notifies the Elections Administrator in writing within 3 business days of the original election. b. Each Participating Political Subdivision shall reserve the right to reduce the number of Early Voting polling locations and/or Election Day vote centers in a Runoff Election. If necessary, any voting changes made by a Participating Political Subdivision between the original election and the Runoff Election shall be submitted by the authority making the change to the United States Department of Justice for the preclearance required by the Federal Voting Rights Act of 1965, as amended. c. Each Participating Political Subdivision agrees to order any Runoff Election(s) at its meeting for canvassing the votes from the May 4, 2024 Joint Election, and to conduct its drawing for ballot positions at, or immediately following, such meeting in order to expedite preparations for its Runoff Election. d. Each Participating Political Subdivision eligible to hold Runoff Elections after the May 4, 2024 Uniform Election Date agrees that the date of a necessary Runoff Election shall be held in accordance with the Texas Election Code, which will be Saturday, June 15, 2024. F56 0211312024 Item C. 6. GENERAL PROVISIONS a. Nothing contained in this Election Services Contract shall authorize or permit a change in the officer with whom, or the place at which any document or record relating to the Participating Political Subdivision's May 4, 2024 Joint Election are to be filed, or the place at which any function is to be carried out, or any nontransferable functions specified under Section 31.096 of the Texas Election Code. b. Upon request, the Contracting Election Officer will provide copies of all invoices and other charges received in the process of running said election for the Participating Political Subdivision. c. If the Participating Political Subdivision cancels their elections pursuant to Section 2.053 of the Texas Election Code, the Participating Political Subdivision shall pay the Contracting Officer a contract preparation fee of $75.00 and will not be liable for any further costs incurred by the Contracting Officer. d. The Contracting Officer shall file copies of this contract with the County Judge and the County Auditor of Collin County, Texas. 0 F57 0211312024 Item C. WITNESS BY MY HAND THIS WITNESS BY MY HAND THIS A Brent Parker, City Manager City of Wylie, Texas DAY OF 2024. DAY OF Attest: Bruce Sherbet, Elections Administrator Collin County, Texas 2024 Stephanie Storm, City Secretary City of Wylie, Texas F58] Exhibit A (Anexo A) 0211312024 Item C. Collin County (Condado de Collin) May 4, 2024 Joint General and Special Election - Early Voting Locations, Dates and Hours (4 de mayo de 2024 Eleccion general y especial conjunta - Lugares de Votacion Temprana, Fechas y Horas) Important Note: Eligible Collin County registered voters (with an effective date of registration on or before May 4, 2024) may vote at any Early Voting location. (Nota importante: Los votantes registrados elegibles del Condado de Collin (con una fecha efectiva de registro en o antes del 4 de mayo de 2024 pueden votar en cualquier lugar de votacidn anticipada.) Sunday (Domingo) Monday (Lunes) Tuesday (Martes) Wednesday (Miercoles) Thursday (Jueves) Friday (Viernes) Saturday (Sabado) April22 April23 April24 April25 April 26 April27 April 21 Early Voting Early Voting Early Voting Early Voting Early Voting Early Voting No Voting (22 de abril) (23 de abril) (24 de abril) (25 de abril) (26 de abril) (27 de abril) (21 de abril) (Votacion (Votacion (Votacion (Votacion (Votacion (Votacion (Sin votar) adelantada) adelantada) adelantada) adelantada) adelantada) adelantada) 8am-5pm 8am—Spm 8am-5pm 8am-5pm 8am-5pm 8am-5pm April 29 April 30 May 4 April 28 Early Voting Early Voting May 1 May 2 May 3 Election Day No Voting (29 de abril) (30 de abril) No Voting No Voting No Voting (4 de mayo) (28 de abril) (Votacion (Votacion (1 de mayo) (2 de mayo) (3 de mayo) (Dia de (Sin votar) adelantada) adelantada) (Sin votar) (Sin votar) (Sin votar) eleccion) 7am - 7pm 7am - 7pm 7am - 7pm Polling Location Room Name Address City Zip Code (Nombre de la (Cddigo (Lugar de Votacion) habitacidn) (Direction) (Ciudad) postal) Collin County Elections (Main Early Voting Location) Voting Room 2010 Redbud Blvd., Suite 102 McKinney 75069 Allen ISD Service Center Main Lobby 1451 N. Watters Rd. Allen 75002 Allen Municipal Courts Facility Community Room 301 Century Pkwy. Allen 75013 Anna Municipal Complex Lobby 120 W. 7th St. Anna 75409 Board of Trustees Blue Ridge ISD Administration Building Board Room 318 W. School St. Blue Ridge 75424 Carpenter Park Recreation Center South Lobby 6701 Coit Rd. Plano 75024 Collin College Celina Campus Classroom CEC110 2505 Kinship Pkwy. Celina 75009 Collin College Farmersville Campus Atrium 501 S. Collin Pkwy. Farmersville 75442 Collin College Frisco Campus Building J, Room 113 9700 Wade Blvd. Frisco 75035 Collin College Higher Education Center Atrium 3452 Spur 399 McKinney 75069 Collin College McKinney Campus Atrium C Square 2200 University Dr. McKinney 75071 Revised January 26, 2024 Page 1 F59 0211312024 Item C. Polling Location (Lugar de Notation) Room Name (Nombre de la habitacidn) Address (Direction) City (Ciudad) Zip Code (Cddigo postal) Collin College Plano Campus Atrium D Square 2800 E. Spring Creek Pkwy. Plano 75074 Collin College Wylie Campus Lobby 391 Country Club Rd. Wylie 75098 Davis Library Programs Room 7501-B Independence Pkwy. Plano 75025 First Baptist Church Richardson Activities Center 1001 N. Central Expy. Richardson 75080 Frisco Fire Station #5 Training Room 14300 Eldorado Pkwy. Frisco 75035 Frisco Fire Station #8 Training Room 14700 Rolater Rd. Frisco 75035 Gay Library Meeting Room 6861 W. Eldorado Pkwy. McKinney 75070 Lavon City Hall Gymnasium 120 School Rd. Lavon 75166 Lovejoy ISD Administration Building Portable #1 Training Room 259 Country Club Rd. Allen 75002 Lucas Community Center Community Room 665 Country Club Rd. Lucas 75002 McKinney Fire Station #5 Community Room 6600 Virginia Pkwy. McKinney 75071 McKinney Fire Station #7 Community Room 861 Independence Pkwy. McKinney 75072 McKinney Fire Station #9 Community Room 4900 Summit View Dr. McKinney 75071 McKinney Fire Station #10 Community Room 1150 Olympic Crossing McKinney 75071 Melissa City Hall Municipal Court Room, 1st Floor 3411 Barker Ave. Melissa 75454 Michael J. Felix Community Center Rooms A and B 3815-E Sachse Rd. Sachse 75048 Murphy Community Center Homer and Marie Adams Rooms 205 N. Murphy Rd. Murphy 75094 Old Settler's Recreation Center North Multi -Purpose Room 1201 E. Louisiana St. McKinney 75069 Parker City Hall Council Chambers 5700 E. Parker Rd. Parker 75002 Parr Library Programs Room 6200 Windhaven Pkwy. Plano 75093 Plano ISD Administration Center Lobby 2700 W. 15th St. Plano 75075 Prosper Town Hall Community Room 250 W. First St. Prosper 75078 Renner Frankford Branch Library Programs Room 6400 Frankford Rd. Dallas 75252 Steven and Judy Deffibaugh Community Center Main Lobby 416 N. 4th St. Princeton 75407 Revised January 26, 2024 Page 2 F60 0211312024 Item C. Polling Location Room Name Address City Zip Code (Nombre de la (Cadigo (Lugar de Notation) habitacidn) (Direction) (Ciudad) postal) Terry Pope Administration Building Board Room 611 N. FM 1138 Nevada 75173 The Grove at Frisco Commons Game Room C 8300 McKinney Rd. Frisco 75034 Wylie Senior Recreation Center Dining Room 800 Thomas St. #100 Wylie 75098 *Polling locations are subject to change. For the most current list of locations, please visit the Elections webpage at www.collincountytx.gov/elections. (*Los lugares de votacian estan sujetos a cambios. Para obtener la lista mas actualizada de ubicaciones, visite la pagina web de Elecciones en www.collincountytx.gov/elections.) Applications for ballot by mail may be mailed and must be received no later than the close of business on April 23, 2024, to: (Las solicitudes de boleta par correo pueden enviarse par correo y deben recibirse a mas tardar el 23 de abril de 2024 para:) Bruce Sherbet, Early Voting Clerk 2010 Redbud Blvd. Suite 102 McKinney, Texas 75069 972-547-1900 www.collincountytx.gov Applications for ballot by mail may also be faxed or emailed and must be received no later than the close of business on April 23, 2024. For an application for ballot by mail submitted by telephonic facsimile machine or electronic transmission to be effective, the hard copy of the application must also be submitted by mail and be received by the early voting clerk not later than the fourth business day after the transmission by telephonic facsimile machine or electronic transmission is received. (Texas Election Code 84.007) (Las solicitudes de boleta par correo tambien pueden enviarse por fax o correo electronico y deben recibirse antes del cierre de operaciones el 23 de abril de 2024. Para gue una solicitud de boleta par correo enviada par maguina de fax o transmisian electronica sea efectiva. la coma imoresa de la solicitud tambien debe oresentarse por correo v ser recibida por el secretario de votacian anticiaada a mas tardar el cuarto dia habil posterior a la receacian de la transmision por fax o maauina electronica de fax. (Cadigo Electoral de Texas 84.007).) Fax (Fax) — 972-547-1996 Email (Correa electronico) — absenteemailballoting@collincountytx.gov Revised January 26, 2024 Page 3 F61 Exhibit B (Anexo B) 0211312024 Item C. Collin County (Condado de Collin) Election Day Vote Centers for the May 4, 2024 Joint General and Special Election — 7 am - 7 pm* (Centros de votacidn del dia de las elecciones para las Eleccion generale y especial conjunta del 4 de mayo de 2024 — 7 am — 7pm *) Important Note: Eligible Collin County registered voters (with an effective date of registration on or before May 4, 2024) may vote at any Election Day location. (Nota importante: Los votantes registrados elegibles del Condado de Collin (con una fecha efectiva de registro en o antes del 4 de mayo de 2024 puede votar en cualquier lugar el dia de las elecciones.) Polling Location (Lugar de Votacidn) Room Name (Nombre de la habitacion) Address (Direccion) City (Ciudad) Zip Code (Codigo postal) Allen ISD Service Center Main Lobby 1451 N. Watters Rd. Allen 75002 Allen Municipal Courts Facility Community Room 301 Century Pkwy. Allen 75013 Anna Municipal Complex Lobby 120 W. 7th St. Anna 75409 Blue Ridge ISD Administration Building Board of Trustees Board Room 318 W. School St. Blue Ridge 75424 Carpenter Park Recreation Center South Lobby 6701 Coit Rd. Plano 75024 Collin College Celina Campus Classroom CEC110 2505 Kinship Pkwy. Celina 75009 Collin College Farmersville Campus Atrium 501 S. Collin Pkwy. Farmersville 75442 Collin College Frisco Campus Building J, Room 113 9700 Wade Blvd. Frisco 75035 Collin College Higher Education Center Atrium 3452 Spur 399 McKinney 75069 Collin College McKinney Campus Atrium C Square 2200 University Dr. McKinney 75071 Collin College Plano Campus Atrium D Square 2800 E. Spring Creek Pkwy. Plano 75074 Collin College Wylie Campus Lobby 391 Country Club Rd. Wylie 75098 Collin County Elections Voting Room 2010 Redbud Blvd., Suite 102 McKinney 75069 Davis Library Programs Room 7501-B Independence Pkwy. Plano 75025 Fairview Town Hall Council Chambers 372 Town Pl. Fairview 75069 First Baptist Church Richardson Activities Center 1001 N. Central Expy. Richardson 75080 Frisco Fire Station #5 Training Room 14300 Eldorado Pkwy. Frisco 75035 Frisco Fire Station #8 Training Room 14700 Rolater Rd. Frisco 75035 Gay Library Meeting Room 6861 W. Eldorado Pkwy. McKinney 75070 Lavon City Hall Gymnasium 120 School Rd. Lavon 75166 Revised January 26, 2024 Page 1 F62 0211312024 Item C. Polling Location (Lugar de Votacion) Room Name (Nombre de la habitation) Address (Direccion) City (Ciudad) Zip Code a postal) l)) Lovejoy ISD Administration Building Portable #1 Training Room 259 Country Club Rd. Allen 75002 Lucas Community Center Community Room 665 Country Club Rd. Lucas 75002 McKinney Fire Station #5 Community Room 6600 Virginia Pkwy. McKinney 75071 McKinney Fire Station #7 Community Room 861 Independence Pkwy. McKinney 75072 McKinney Fire Station #9 Community Room 4900 Summit View Dr. McKinney 75071 McKinney Fire Station #10 Community Room 1150 Olympic Crossing McKinney 75071 Melissa City Hall Municipal Court Room, 1st Floor 3411 Barker Ave. Melissa 75454 Michael J. Felix Community Center Rooms A and B 3815-E Sachse Rd. Sachse 75048 Murphy Community Center Homer and Marie Adams Rooms 205 N. Murphy Rd. Murphy 75094 New Hope Town Hall Council Chambers 121 Rockcrest Rd. New Hope 75071 Old Settler's Recreation Center North Multi -Purpose Room 1201 E. Louisiana St. McKinney 75069 Parker City Hall Council Chambers 5700 E. Parker Rd. Parker 75002 Parr Library Programs Room 6200 Windhaven Pkwy. Plano 75093 Plano ISD Administration Center Lobby 2700 W. 15th St. Plano 75075 Prosper Town Hall Community Room 250 W. First St. Prosper 75078 Renner Frankford Branch Library Programs Room 6400 Frankford Rd. Dallas 75252 Steven and Judy Deffibaugh Community Center Main Lobby 416 N. 4th St. Princeton 75407 Terry Pope Administration Building Board Room 611 N. FM 1138 Nevada 75173 The Grove at Frisco Commons Game Room C 8300 McKinney Rd. Frisco 75034 UTD Callier Clinical Research Center Lobby 811 Synergy Park Blvd. Richardson 75080 Wylie Senior Recreation Center Dining Room 800 Thomas St. #100 Wylie 75098 Revised January 26, 2024 Page 2 F63 0211312024 Item C. *Polling locations are subject to change. For the most current list of locations, please visit the Elections webpage at www.collincountytx.gov/elections. (*Los lugares de votaci6n estan sujetos a cambios. Para obtener la lista m6s actualizada de ubicaciones, visite la p6gina web de Elecciones en www.collincountytx.gov/elections.) Applications for ballot by mail may be mailed and must be received no later than the close of business on April 23, 2024, to: (Las solicitudes de boleta par correo pueden enviarse par correo y deben recibirse a m6s tardar el 23 de abril de 2024 para:) Bruce Sherbet, Early Voting Clerk 2010 Redbud Blvd. Suite 102 McKinney, Texas 75069 972-547-1900 www.collincountvtx.gov Applications for ballot by mail may also be faxed or emailed and must be received no later than the close of business on April 23, 2024. For an application for ballot by mail submitted by telephonic facsimile machine or electronic transmission to be effective, the hard copy of the application must also be submitted by mail and be received by the early voting clerk not later than the fourth business day after the transmission by telephonic facsimile machine or electronic transmission is received. (Texas Election Code 84.007) (Las solicitudes de boleta par correo tambien pueden enviarse por fax o correo electronico y deben recibirse antes del cierre de operaciones el 23 de abril de 2024. Para gue una solicitud de boleta par correo enviada par m6guina de fax a transmisi6n electr6nica sea efectiva, la copia impresa de la solicitud tambien debe presentarse par correo y ser recibido par el secretario de votaci6n anticipada a m6s tardar el cuarto dia h6bil posterior a la recepci6n de la transmisi6n Par fax o m6guina electr6nica de fax. (Cddigo Electoral de Texas 84.007).) Fax (Fax) — 972-547-1996 Email (Correa electronico) — absenteemailballoting@collincountytx.gov Revised January 26, 2024 Page 3 F64 0211312024 Item C. Collin County Election Services May 4, 2024 Joint Election City of Wylie Registered Voters 34,431 Percentage 2.4859712% Estimated Estimated Polling Estimated Units or Election Estimated Entity Category Early Voting . Locations Description Cost Per Unit Expenses Expenses Kits - Mail Ballots 4,000 $ 1.15 $ 4,600.00 $ 114.35 Postage 4,000 $ 0.88 $ 3,520.00 $ 87.51 Paper Ballot Printing Services 0 $ 0.31 $ - $ - Paper Ballot Shipping (per box) 0 $ 30.00 $ - $ - Ballot Stock - BOD 4,000 $ 0.12 $ 480.00 $ 11.93 Category Subtotal General Election Expenses $ 8,600.00 $ 213.79 Mileage Per Election $ 500.00 $ 12.43 9 vans for 6 weeks Van / Car Rental @ $650 per week Per Election $ 35,100.00 $ 872.58 Election Night Receiving Cover Per Election $ 3,167.80 $ 78.75 Polling Place Rental Per Election $ 20,000.00 $ 497.19 Notice of Election Per Election $ 9,700.00 $ 241.14 Security - EV Per Election $ 2,000.00 $ 49.72 Security - ED including Traffic Control Per Election $ 2,000.00 $ 49.72 Early Voting Ballot Board Per Election $ 13,869.00 $ 344.78 FICA - Election Workers $ 430,718.00 Per Election $ 32,949.93 $ 819.13 County Employee/IT Overtime - EV/ED Per Election $ 30,000.00 $ 745.79 Process Pollworker Checks - EV 38 304 $ 1.50 $ 456.00 $ 11.34 Process Pollworker Checks - ED 45 360 $ 1.50 $ 540.00 $ 13.42 Drayage Per Location - ED 45 90 $ 202.00 $ 18,180.00 $ 451.95 Drayage Per Location - EV 38 76 $ 202.00 $ 15,352.00 $ 381.65 Category Subtotal $ 183,814.73 $ 4,569.58 Programming Coding Services 25 Days $ 70,000.00 $ 1,740.18 Balotar Programming Per Election $ 1,250.00 $ 31.07 Category Subtotal $ 71,250.00 $ 1,771.25 VotingEarly by Personal Appearance Election Judge OT - EV (with OT) $ 15.00 $ 45,980.00 $ 1,143.05 Alternate Judge OT - EV (with OT) $ 14.00 $ 42,978.00 $ 1,068.42 Clerk OT - EV (6 per location, with OT) $ 13.00 $ 234,156.00 $ 5,821.05 ES&S Support Staff / Field Techs - EV 40 Days $ 121,500.00 $ 3,020.46 Equipment Assembly - EV 38 38 $ 50.00 $ 1,900.00 $ 47.23 Category Subtotal $ 446,514.00 $ 11,100.21 Election Day and Tabulation Election Day/Post Election Vendor Support 15 Days $ 43,200.00 $ 1,073.94 Notice of Inspection/Tabulation Test Per Election $ 1,500.00 $ 37.29 Category Subtotal $ 44,700.00 $ 1,111.23 F65 0211312024 Item C. City of Wylie Registered Voters 34,431 Percentage 2.4859712% Estimated Estimated Polling Estimated Units or Election Estimated Entity Category Locations Description Cost Per Unit Expenses Expenses Ballots - Card Stock ExpressVote - EV 60,000 $ 0.14 $ 8,100.00 $ 201.36 Ballots - Card Stock ExpressVote - ED 30,000 $ 0.14 $ 4,050.00 $ 100.68 Test Ballots 3,000 $ 0.14 $ 420.00 $ 10.44 Kits - ED 38 38 $ 51.00 $ 1,938.00 $ 48.18 Kits - EV 45 45 $ 19.00 $ 855.00 $ 21.26 Kits - Provisional EV 38 38 $ 48.35 $ 1,837.30 $ 45.67 Kits - Provisional ED 45 45 $ 38.10 $ 1,714.50 $ 42.62 Polling Place Maps - EV 38 38 $ 25.00 $ 950.00 $ 23.62 Polling Place Maps - ED 45 45 $ 25.00 $ 1,125.00 $ 27.97 Signs Metal (5 per location) 83 415 $ 5.00 $ 2,075.00 $ 51.58 Signs Wood 83 83 $ 2.00 $ 166.00 $ 4.13 Ballot Card Stock - Provisional - EV (50 PL) 38 1,900 $ 0.21 $ 389.50 $ 9.68 Ballot Card Stock - Provisional - ED (50 PL) 45 2,250 $ 0.16 $ 360.00 $ 8.95 Ballots - Sample - All Packs 0 0 Per Election $ 3,000.00 $ 74.58 Printer Labels - EV (1 roll per location) 38 152 $ 6.97 $ 1,059.44 $ 26.34 Printer Labels - ED (1 roll per location) 45 90 $ 6.97 $ 627.30 $ 15.59 Category Subtotal Equipment $ 28,667.04 $ 712.65 Cabinet Security - EV 38 52 $ 200.00 $ 10,400.00 $ 258.54 Cabinet Security - ED 45 59 $ 200.00 $ 11,800.00 $ 293.34 Computer Cabinet - EV 38 38 $ 50.00 $ 1,900.00 $ 47.23 DS200 Ballot Counter - EV 38 52 $ 350.00 $ 18,200.00 $ 452.45 DS200 Ballot Counter - ED 45 59 $ 350.00 $ 20,650.00 $ 513.35 ExpressVote - EV (9 per location) 38 468 $ 200.00 $ 93,600.00 $ 2,326.87 Expres Vote - ED (9 per location) 45 531 $ 200.00 $ 106,200.00 $ 2,640.10 ExpressTouch - EV 38 52 $ 200.00 $ 10,400.00 $ 258.54 ExpressTouch - ED 45 59 $ 200.00 $ 11,800.00 $ 293.34 Category Subtotal $ 284,950.00 $ 7,083.78 Election Judge - ED $ 15.00 $ 13,950.00 $ 346.79 Alternate Election Judge - ED $ 14.00 $ 13,095.00 $ 325.54 Clerk - ED (6 per location) $ 13.00 $ 66,690.00 $ 1,657.89 Category Subtotal Election Expense $ $ 93,735.00 i $ 2,330.23 Cost (minimum) $ 28,892.72 10% Administrative Fee $ 2,889.27 Total Cost $ 31,781.99 90% deposit due Friday. March 29, 2024 $ 28,603.80 F66] 0211312024 Item D. IAI fN CITY OF WYLIE Department Prepared By: City Secretary Stephanie Storm Wylie City Council AGENDA REPORT Account Code: isider, and act upon, Resolution No. 2024-05(R) authorizing the City Manager to execute a Joint General and Special �tion Services Contract between the City of Wylie and the Dallas County Elections Administrator to be administered by Dallas County Elections Administrator for the May 4, 2024 Wylie General Election. to approve the Item as presented. the terms of this agreement, the City of Wylie and jurisdictions contracting with Dallas County Elections Administration hereby agree, pursuant to the provisions of the Texas Election Code, to hold a joint election for the General Election to be d on Saturday, May 4, 2024. The entities will contract with the Dallas County Elections Administrator to perform various .ies and responsibilities on behalf of the entities. The contract presented has specified duties and costs to administer the ction. This agreement, once executed, will formalize the Elections for May 4, 2024 between the entities and approve the fired cost for the Election. 2, Section I(c) of the Home Rule Charter allows the Council to cooperate with the government of any County for any purpose for the advancement of the interests of its inhabitants and cost savings to the taxpayers. The Election Code and encourages cities to contract with any county within its incorporated city limits for the administration of local County Elections Administrator Heider Garcia will administer the election for registered voters residing in the rated City limits of Wylie within Dallas County. 0211312024 Item D. RESOLUTION NO.2024-05(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, HEREBY AUTHORIZING THE CITY MANAGER TO EXECUTE A JOINT ELECTION CONTRACT BY AND BETWEEN THE CITY OF WYLIE AND THE DALLAS COUNTY ELECTIONS ADMINISTRATOR FOR ADMINISTRATION OF THE MAY 4, 2024 WYLIE GENERAL ELECTION FOR THE CITY'S VOTERS RESIDING IN DALLAS COUNTY. WHEREAS, the City Council of the City of Wylie wishes to contract with Dallas County Elections Administrator, Heider Garcia to administer the May 4, 2024 General Election as referenced in the contract which is attached as Exhibit "A", and WHEREAS, Article 2, Section 1(c) of the Home Rule Charter allows the Council to cooperate with the government of any County for any lawful purpose for the advancement of the interests of its inhabitants and cost savings to the taxpayers. The Election Code allows and encourages cities to contract with any county within its incorporated city limits for the administration of local elections. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: The City Manager of the City of Wylie, Texas, is hereby authorized to execute, on behalf of the City Council of the City of Wylie, Texas, an Agreement by and between the City of Wylie and the Dallas County Elections Administration for the Administration of the May 4, 2024 Wylie General Election for Dallas County Voters. SECTION 2: This Resolution shall take effect immediately upon its passage. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, on this 13th day of February, 2024. Matthew Porter, Mayor ATTEST TO: Stephanie Storm, City Secretary Resolution No. 2024-05(R) — Dallas County Election Administration Contract Page 1 of 2 68 0211312024 Item D. EXHIBIT "A" Contract for Election Services Resolution No. 2024-05(R) — Dallas County Election Administration Contract Page 2 of 2 F69 0211312024 Item D. ELECTION SERVICES CONTRACT ("Election Services Contract" or "Contract") BETWEEN THE DALLAS COUNTY ELECTIONS ADMINISTRATOR AND Carrollton -Farmers Branch ISD (CFBISD) City of Balch Springs (COBS) City of Cedar Hill (COCH) City of Combine (COCb) City of Cockrell Hill (COCkH) City of Coppell (COCp) City of Desoto (CODe) City of Duncanville (CODu) City of Farmers Branch (COFB) City of Garland (COG) City of Grand Prairie (COGP) City of Hutchins (COH) City of Irving (COI) City of Lewisville (COLe) City of Sachse (COSa) City of Seagoville (COS) City of University Park (COUP) City of Wilmer (COW) City of Wylie (COWy) Coppell ISD (CpISD) D.0 Park Cities Municipal Utilities Dist. (DCPMUD) Dallas County Appraisal District (DCAD) Dallas County Community College (DC) Dallas ISD (DISD) Desoto ISD (DeISD) Duncanville ISD(DUISD) Ferris ISD (FISD) Garland ISD (GISD) Grand Prairie ISD (GPISD) Highland Park ISD (HPISD) Lancaster ISD (LISD) Mesquite ISD (MISD) Richardson ISD (RISD) Town of Addison (TOA) Town of Highland Park (TOHP) Town of Sunnyvale (TOS) May 4, 2024 Joint Election Services Contract Page 1 of 21 70 0211312024 Item D. FOR THE CONDUCT OF JOINT ELECTION TO BE HELD SATURDAY, MAY 4, 2024 TO BE ADMINISTERED BY THE DALLAS COUNTY ELECTIONS DEPARTMENT 1) STATUTORY AUTHORITY FOR AND PARTIES TO THIS ELECTION SERVICES CONTRACT a) Heider Garcia is the duly appointed County Elections Administrator ("Elections Administrator") of Dallas County, Texas ("County') and the Department Head of the Dallas County Elections Department ("DCED"). As such, Heider Garcia is the County's Voter Registrar and the Election Officer of Dallas County, Texas, and is authorized by Subchapter D of Chapter 31 of Title 3 and Chapter 271 of Title 16 of the Texas Election Code to enter into this Election Services Contract ("Election Services Contract" or "Contract") with the contracting authorities of the Participating Political Subdivisions listed in "Attachment F" of this Election Services Contract. DCED acts at the direction of the Elections Administrator. The Elections Administrator, DCED, and the Participating Political Subdivisions together may be referred to collectively as "Parties" or individually as "Party." b) The contracting authorities of the Participating Political Subdivisions that are participating in this Election Services Contract are listed on the face page of this agreement and in "Attachment F" of this Election Services Contract and are hereby participating with each other in this Joint Election to be held in Dallas County, Texas on Saturday, May 4, 2024, under Chapter 271 of Title 16 of the Texas Election Code ("Joint Election"); and are hereby contracting with the Elections Administrator of Dallas County, Texas to perform the election services set forth in this Election Services Contract under Subchapter D of Chapter 31 of Title 3 of the Texas Election Code. The Participating Political Subdivisions acknowledge that they are participating in this Joint Election with each other to the extent that they have candidates and/or propositions on the ballot in this Joint Election. The terms and conditions of this Elections Services Contract also apply to any run-off election or re-count related to this Joint Election unless otherwise agreed in writing. c) The Elections Administrator will coordinate, supervise, and handle all aspects of administering this Joint Election in accordance with the provisions of the Texas Election Code and as outlined in this Election Services Contract. Each contracting authority of each Participating Political Subdivision will pay its share of the Election Costs to the Elections Administrator for the equipment, supplies, services, and administrative costs outlined in this Election Services Contract. The Elections Administrator will administer the election; however, each Participating Political Subdivision will be responsible for the duties directly administered by the Participating Political Subdivision. Pursuant to Texas Election Code §§ 31.093 and 31.098, the Elections Administrator may enter a contract to furnish the election services requested within this Election Services Contract. d) Pursuant to Texas Election Code Section 2,025 and Texas Secretary of State Election Advisory No. 2023-25, if a runoff election is necessary, the date of the runoff for this Joint May 4, 2024 Joint Election Services Contract Page 2 of 21 F71 0211312024 Item D. Election would be Saturday, June 15, 2024. This Elections Services Contract and its terms will be automatically extended to cover the Joint Runoff Election unless a Participating Political Subdivision states in writing on or before Friday, May 17, 2024, that it does not wish to participate in a Joint Runoff Election contemplated herein. DCED will provide each Participating Political Subdivision to which this Section 1(d) applies an estimated cost based on the formula in Section 10 (b), and such estimated costs will be paid in accordance with Section 10(e) ("Joint Runoff Fees"). Early voting polling place(s) and vote centers for any runoff will be established in accordance with Texas Election Code §§ 43.004 and 43.007. e) Joint Runoff Fees will be deposited into a special and separate Joint Runoff Election account. The Joint Runoff Fees must be deposited within seven (7) days after DCED provides unofficial results. f) In the event of a recount and upon a Participating Political Subdivision's written request, the DCED will provide assistance for a recount to the extent permitted and in accordance with Title 13 of the Texas Election Code ("Recount(s)"). The Participating Political Subdivisions requesting a Recount shall deposit with DCED the deposit received by the candidate requesting the Recount. DCED will bill each requesting Participating Political Subdivision for providing assistance for any Recounts, and such costs will be in accordance with the allowable costs under the Texas Election Code ("Recount Fees"). Recount Fees will be paid by the requesting Participating Political Subdivisions in accordance with Section 10 (e). 2) ATTACHMENTS The following attachments are hereby incorporated into this Election Services Contract as if set forth herein in their entirety. The Participating Political Subdivisions acknowledge that the following attachments are subject to reasonable changes by the Dallas County Elections Administrator before, during, and after Election Day and any runoff election(s), if any runoff election(s) are required by law to be held. a) "Attachment A" is an itemized list of the estimated election expenses for this Joint Election and the amounts that each Participating Political Subdivision must deposit with the Dallas County Elections Department. It also includes the Deposit Detail for each entity. The Elections Administrator will amend "Attachment A" to reflect the changing estimates of election expenses that are caused by changing circumstances and by the withdrawal of Participating Political Subdivision(s), if any, from this Election Services Contract. b) "Attachment B" is a list of the early voting polling places for this Joint Election. ("early voting vote center(s), or "early voting polling place(s)" c) "Attachment C" is a list of the Election Day Countywide polling places ("vote center(s)") for this Joint Election. d) "Attachment D" is a list of the people that the Dallas County Elections Administrator will appoint as deputy early voting clerks for this Joint Election. e) "Attachment E" is a list of the presiding election judges and alternate election judges for May 4, 2024 Joint Election Services Contract Page 3 of 21 F72 0211312024 Item D. Election Day for this Join Election. f) "Attachment F" is a list of the Participating Political Subdivisions that will be holding elections in Dallas County election precincts and sub -precincts and the number of registered voters in each of those election precincts or sub -precincts. "Attachment F" will be amended if any of the Participating Political Subdivisions withdraw from this Election Services Contract. "Attachment F" will be amended to reflect the number of registered voters in each election precinct and sub -precinct as of the statutory deadline of April 4, 2024, for voters to submit applications to register to vote or changes of address in this Joint Election. g) "Attachment G" is a list of the Participating Political Subdivisions & Ballot Details h) "Attachment H" will contain, for each Participating Political Subdivision, the full name of the person serving as a point of contact, the physical address, the mailing address, a facsimile number, and an email address. "Attachment H" will be amended if any of the Participating Political Subdivisions withdraw from this Election Services Contract. i) Within five (5) business days after any of the foregoing attachments are amended by the Elections Administrator, the Elections Administrator will send each Participating Political Subdivision an amended version of the amended attachment by email to the email address provided by each Participating Political Subdivision in "Attachment H." 3) LEGAL DOCUMENTS a) Each Participating Political Subdivision will prepare, adopt, and publish all legally required election orders, resolutions, notices, and other documents that are required by, or of, their governing bodies. Any orders, resolutions, notices, or other documents that are required to be posted to the County's website shall be provided by each Participating Political Subdivision to the Elections Administrator at least three (3) business days before the statutory deadline to post and such orders, resolutions, notices, or other documents shall be posted to the County's website as directed by the Participating Political Subdivisions. Any orders, resolutions, notices, or other documents that are required to be posted at an early voting or election day vote center shall be provided by each Participating Political Subdivision to the Elections Administrator at least seven (7) business days before the statutory deadline to post and such orders, resolutions, notices, or other documents will be provided to each election judge or clerk for posting. The Elections Administrator, and DCED is not responsible for the proper posting or verification of posting of any required notice, order, resolution, or other documents at any early voting or election day vote center. The election fudge, clerk, or their designee, at each early voting or election day vote center will be responsible for the posting of any such notice, order, resolution, or other documents. Such documents can be sent to the attention of: Heider Garcia May 4, 2024 Joint Election Services Contract Page 4 of 21 F73 0211312024 Item D. Elections Administrator 1520 Round Table Drive, Dallas, Texas 75247; or, emailed to DCECommunications@dallascounty.org with a copy sent to heider.garcia@dallascounty.org on all communications related to legal documents and questions regarding this election. b) Each Participating Political Subdivision is responsible for having its own election orders, resolutions, notices, or official ballot wording translated into the Spanish and Vietnamese languages. 4) VOTING SYSTEMS a) Each Participating Political Subdivision agrees that, during this Joint Election, voters will cast their ballots on the following voting systems, that are approved by the Texas Secretary of State in accordance with the Texas Election Code and the Texas Administrative Code: the ES&S ExpressVote Universal Voting System Ballot Marking Devices ("BMD(s)"), and the ES&S DS200 Digital Vote Center Scanner ("Tabulators"). Each of these systems are accessible to voters with physical disabilities. On March 20, 2024, beginning at 10:00 A.M., until completed, at the County Elections Department at 1520 Round Table Drive, Dallas, Texas 75247, the Elections Administrator will test the BMDs and Tabulators used for counting ballots at the central counting station. At least 48 hours before the date and hour of each test, the Elections Administrator will publish a newspaper notice with the date, hour, and place of the testing. b) The Elections Administrator will provide Electronic Poll Books, BMDs, Tabulators, and any other necessary equipment for this Joint Election. For Early Voting and on Election Day, the Elections Administrator will allocate voting equipment to the vote centers in amounts reasonably sufficient for the anticipated turnout of voters. c) The itemized list of the estimated election expenses for this Joint Election are in "Attachment A," which includes, but may not be limited to the number of Electronic Poll Books, BMDs, Tabulators, and any other necessary equipment. 5) POLLING PLACES/VOTE CENTERS a) The Elections Administrator will select and arrange for the use of and payment for all of the early voting vote centers listed in "Attachment B" and the Election Day vote centers listed in "Attachment C". Early voting polling places and vote centers identified in Attachments "B" and "C" cannot be changed by a Participating Political Subdivision, but the Elections Administrator may consider changes requested by a Participating Political Subdivision. Any changes to vote centers are subject to the procedures outlined in Section 43.007 of the Texas Election Code. The Elections Administrator will finalize the vote centers as soon as possible before this Joint Election. May 4, 2024 Joint Election Services Contract Page 5 of 21 F74 0211312024 Item D. b) Whenever possible, previously used vote centers that voters are accustomed to using will be used in this Joint Election; however, the Participating Political Subdivisions acknowledge that sometimes previously used vote centers are not available or appropriate for every election. Accessibility under the Americans with Disabilities Act is an important consideration for all vote centers in this Joint Election. c) In accordance with Section 43.007(o) of the Texas Election Code, the Elections Administrator will post a notice at each vote center of the four nearest vote centers by driving distance. The Elections Administrator shall be responsible for any notices required under Section 43.062 of the Texas Election Code. 6) PRESIDING ELECTION JUDGES, ALTERNATE PRESIDING ELECTION JUDGES, ELECTION CLERKS, AND OTHER ELECTION DAY PERSONNEL a) In accordance with Section 32.005 of the Texas Election Code, the Participating Political Subdivisions are responsible for the appointment of the presiding election judges and alternate election judges listed in "Attachment E" for each vote center listed in "Attachment C" subject to the eligibility requirement found in the Texas Election Code Subchapter C, Chapter 32 and Subchapter A, Chapter 83. The Participating Political Subdivisions acknowledge that approval of this Election Services Contract by the Participating Political Subdivisions shall constitute approval and appointment of the Judges and Alternate Judges listed in "Attachment E" by the Participating Political Subdivisions. The alternate presiding judge shall serve as presiding judge for an election if the regularly appointed presiding judge cannot serve. The Elections Administrator will be responsible for the administration of the election judges listed in "Attachment P. b) In accordance with Section 32.007 of the Texas Election Code, if a person appointed as a presiding election judge or alternate election judge becomes ineligible to serve as such in this Joint Election, and the presiding officer of the appointing authority is unavailable to appoint a replacement, then the Election Administrator will name a replacement presiding election judge or alternate election judge, amend "Attachment E" accordingly, and send each Participating Political Subdivision the amended "Attachment E" by email within five (5) business days after naming a replacement presiding judge or alternate presiding judge, and in any event no later than the time for closing the polls for the Joint election. c) In accordance with Section 32.007 of the Texas Election Code if a person is unable or unwilling to serve as a presiding election judge or an alternate election judge, and the presiding officer of the appointing authority is unavailable to appoint a replacement, then the Elections Administrator will name a replacement presiding election judge or alternate presiding judge, and send each Participating Political Subdivision the amended "Attachment E" by email within five (5) business days after naming a replacement presiding judge or alternate presiding judge, and in any event no later than the time for closing the polls for the Joint Election. d) The Elections Administrator will provide county training programs and applicable notice of such training programs, in keeping with Section 32.114 of the Texas Election Code, for May 4, 2024 Joint Election Services Contract Page 6 of 21 F75 0211312024 Item D. all presiding election judges, alternate election judges, and election clerks for this Joint Election. Pursuant to Section 32.114(b), the training programs will be open to the public free of charge. e) To serve in this Joint Election, each presiding election judge and alternate election judge must have attended an in -person training class which includes information regarding recent law changes, court rulings, Voter ID laws, poll watcher rules, election equipment, election procedures, and COVID-19 safety procedures. New judges and election clerks must attend an in -person training class. f) The Elections Administrator will notifythe Participating Political Subdivisions by email and post on the DCED's website the dates, times, and locations of training classes for both Early Voting and Election Day workers. g) To comply with the Federal Voting Rights Act of 1965, as amended, vote centers are required to have interpreter assistance. If a presiding election judge of such a vote center is not bilingual and is unable to hire a bilingual election clerk, the Elections Administrator may recommend an individual to provide interpreter assistance. If the Elections Administrator is unable to recommend an individual to provide interpreter assistance for such a vote center, the Elections Administrator will notify the Participating Political Subdivision and request assistance in identifying an interpreter. In the event that a bilingual election clerk is hired by the Elections Administrator for a vote center required to have interpreter assistance, the bilingual clerk will be paid according to a rate set by the Elections Administrator. The Elections Administrator will charge that expense to the funds deposited with the Dallas County Elections Department for the conduct of the elections listed in this Election Services Contract. A Participating Political Subdivision may pay more money to a bilingual clerk than the rate set by the Elections Administrator, however that expense will be borne by that Participating Political Subdivision individually and that extra expense will not be charged to the funds deposited with the Dallas County Elections Department for the conduct of the elections listed in this Election Services Contract. h) The Elections Administrator will notify all presiding election judges and alternate election judges about the eligibility requirements of Subchapter C of Chapter 32 of Title 3 of the Texas Election Code and Section 271.005 of the Texas Election Code. The Elections Administrator will take the necessary steps to ensure that all presiding election judges, and alternate election judges appointed to serve during this Joint Election are eligible to serve and qualified to serve in this Joint Election. Under Section 32.031 of the Texas Election Code, the presiding election judge for each vote center shall appoint the election clerks to assist the presiding election judge in the conduct of the election at the vote center served by the presiding election judge on Election Day. i) The presiding election judges are responsible for picking up election supplies at the time and place determined by the Elections Administrator, which will be set forth in the letter to the presiding election judges requesting service for this election. Payments for the presiding election judge will be specified in "Attachment A." May 4, 2024 Joint Election Services Contract Page 7 of 21 F76 0211312024 Item D. j) Any Participating Political Subdivision electing to pay their election workers for attending a training class must bear that expense separately from the funds deposited into this Joint Election account. k) The Elections Administrator will employ and or contract for other personnel necessary for the proper administration of the election, including such part-time help as is necessary to prepare for the election, to ensure the timely delivery of services, supplies, assistance, and equipment, during the period of early voting and on Election Day, and for the efficient tabulation of ballots at the central counting station. 7) SUPPLIES AND PRINTING a) The Elections Administrator will obtain and distribute all election supplies and election printing necessary for this Joint Election, including, but not limited to, all forms, signs, and other materials used by the presiding election judges and clerks at the vote centers. b) The Elections Administrator will provide maps, if necessary, instructions, and other information that the presiding election judges need to conduct this Joint Election. c) Each Participating Political Subdivision must deliver a list to the Elections Administrator of candidates and propositions for their elections no later than February 28, 2024. The list must be in English, Spanish, and Vietnamese. The list must include the ballot positions for the candidates and the propositions. The list must include the correct spelling of each candidate's name and the precise wording of all the propositions. As soon as possible after each Participating Political Subdivision has determined its ballot positions for the candidates and propositions in its election, the Participating Political Subdivision must email the completed list to the Elections Administrator. The Elections Administrator will use the lists received from the Participating Political Subdivisions to create the ballot styles for this Joint Election. The Elections Administrator will deliver the proposed ballots to the Participating Political Subdivisions for approval. Each Participating Political Subdivision will be responsible for proofreading the proposed ballots and notifying the Elections Administrator of any corrections that are required for their particular ballots. The Elections Administrator is responsible for implementing the corrections made by the Participating Political Subdivisions to their ballots and then producing the ballots for this Joint Election. 8) OPTICAL SCAN CARD BALLOTS a) The Elections Administrator will supply a sufficient number of ballots to assure that there will be more than enough ballots for the Joint Election. 9) RETURNS OF ELECTIONS a) The Participating Political Subdivisions will establish a central counting station to receive and tabulate ballots cast in this Joint Election under Chapter 127 of Title 8 of the Texas Election Code. The Participating Political Subdivisions will designate the central counting station established by the County and Elections Administrator in accordance with Section 127.001(b) of the Texas Election Code. b) The Participating Political Subdivisions hereby, in accordance with Sections 127.002, May 4, 2024 Joint Election Services Contract Page 8 of 21 F77 0211312024 Item D. 127.003, and 127.004 of the Texas Election Code, appoint the following central counting station officials: Central Count Station Manager: Tabulation Supervisor: Assistant Tabulation Supervisor Assistant Tabulation Supervisor Heider Garcia, Dallas County Elections Administrator Danielle Grant, Central Count Station Manager Angelica Munoz, Central Count Station Lead Clerk Michelle Lee, Central Count Station Lead Clerk The Participating Political Subdivisions hereby, in accordance with Sections 127.005 of the Texas Election Code, appoint the following central counting station officials: Presiding Judge: [TBD], Appointed by the Participating Entities Alternate Presiding Judge: [TBD], Appointed by the Participating Entities The Participating Political Subdivisions acknowledge that approval of this Election Services Contract by the Participating Political Subdivisions shall constitute approval and appointment of the Presiding and Alternate Presiding Judge listed above for the central counting station. c) The Central Count Station Manager or their representative will deliver timely, cumulative reports of the election results as vote centers are tabulated. The Central Count Station Manager will be responsible for releasing cumulative totals and vote center election returns from the election to the Participating Political Subdivisions, candidates, press, and the public by the distribution of hard copies or electronic transmittals (where accessible). The Elections Administrator will operate an election result center to release election results in the Dallas County Elections Operations Facility, 1520 Round Table Dr., Dallas, Texas 75247. d) The Elections Administrator will link any Participating Political Subdivision's website to DCED's website. Participating Political Subdivisions that want such website linkage should deliver their website address to the Tabulation Supervisor at DCED. e) The Elections Administrator will prepare the unofficial canvass report after the results from all vote centers have been counted and will email a copy of the unofficial canvass to each Participating Political Subdivision as soon as possible after all returns, provisional ballots, and late overseas ballots have been tabulated, but no later than May 15, 2024. All Participating Political Subdivisions will be responsible for the official canvass of their May 4, 2024 Joint Election Services Contract Page 9 of 21 F78 0211312024 Item D. respective elections. f) The Elections Administrator will be responsible for conducting the post -election manual recount, unless the Texas Secretary of State grants a waiver under Section 127.201 of the Texas Election Code. If no such waiver is given, the Elections Administrator will provide notice and copies of the recount to each Participating Political Subdivision and the Secretary of State's Office. Each Participating Political Subdivision must notify the Elections Administrator if such a waiver has been granted or denied as soon as possible, but no later than five (5) calendar days before Election Day. 10) ELECTION EXPENSES a) The Participating Political Subdivisions agree to share the costs of administering this Joint Election as specified in "Attachment A." The Election Administrator will charge a general supervisory fee not to exceed ten (10%) percent of the total cost of this Joint Election as authorized by Section 31.100 of the Texas Election Code. In no event will the ten (10%) percent general supervisory fee be refunded to any Participating Political Subdivision. If the ballot, candidates, or propositions supplied by the Participating Political Subdivision are changed after their initial programming and/or printing by the Elections Administrator due to a court order from a court of competent jurisdiction, the affected Participating Political Subdivision(s) agrees to pay all expenses associated with re -printing and re- programming the ballots pursuant to a court order including expenses for expedited services and "Attachment A" will be amended by the Election Administrator. b) Allocation of costs among the Participating Political Subdivisions will be according to a formula based on the total cost of the Joint Election multiplied by the Participating Political Subdivision's percentage of the total current, and active registered voters for the Joint Election ("Election Cost(s)"). Any special request(s) for additional vote center(s), early voting polling place(s), supplies, personnel, or equipment that exceeds the Election Costs will be billed separately as additional costs ("Special Request Fee(s)"). Special Request Fees will be paid by the Participating Political Subdivision making the request. If the special request(s) is agreed to by all Participating Political Subdivisions and stated in this Election Services Contract, then the fees for the special request(s) will be allocated amongst all the Participating Political Subdivisions based on the formula for determining Election Costs. A Special Request Fee will not be assessed against a Participating Political Subdivision who requests an early voting polling place within their jurisdiction and an early voting polling place is not already located in their jurisdiction ("Early Voting Request"). The costs for any Early Voting Request will be allocated amongst all the Participating Political Subdivisions based on the formula for determining Election Costs. c) The expenses for early voting by mail and personal appearance will be paid by each Participating Political Subdivision as set forth in "Attachment A." d) The Elections Administrator will determine the final election expenses to the extent practicable within one hundred and eighty (180) business days after the final canvass of this Joint Election or the Joint Runoff Election, if any. The Elections Administrator will provide each Participating Political Subdivision with a final, written accounting of all May 4, 2024 Joint Election Services Contract Page 10 of 21 F79 0211312024 Item D. money that was deposited into, and payments that were made from, the Joint Election account(s) maintained by the Dallas County Elections Department for this Joint Election and the runoff election, if any. e) If the Elections Administrator requires additional funds to perform their obligations under this Election Services Contract that is more than the estimate listed in "Attachment A" or any estimate provided for Joint Runoff Fees, then the Elections Administrator will bill each Participating Political Subdivision using the same formula listed in Section 10(b) ("Joint Election Fees"). If the Elections Administrator requires additional funds to assist in any Recounts that is more than the estimate provided for Recount Fees, then the Elections Administrator will bill each Participating Political Subdivision that is participating in a Recount for such fees ("Final Recount Fees"). An invoice will be sent to each Participating Political Subdivision which will include the Joint Election Fees, Special Request Fees, and Final Recount Fees ("Final Bill"). The Participating Political Subdivision shall pay the Final Bill within thirty (30) days of receipt except for any amount the Participating Political Subdivision files a timely good faith dispute under Section 17 of this Election Services Contract. After all expenses of this Joint Election are paid and disputes, if any, resolved, any funds that remain in the account maintained by the Dallas County Elections Department for this Election Services Contract will be refunded to the Participating Political Subdivisions (the "Refund") as soon as practicable. 11) DEPOSIT OF FUNDS a) Attachment A details the cost and expenses anticipated for this election; Participating Political Subdivisions will initially receive an estimate cost. The Final Bill will be distributed in accordance with 10 (d). Each Participating Political Subdivision hereby agrees to deposit with the Dallas County Elections Department one hundred (100%) percent of the full balance of money listed for their entity in "Attachment A: Deposit of Funds Detail" of this Election Services Contract by the due date of (on or before) March 20, 2024. The Dallas County Elections Department will place the money deposited by the Participating Political Subdivisions in a Joint Election account. b) The deposit of funds by each Participating Political Subdivision is an express condition precedent to the participation of each Participating Political Subdivision in this Election Services Contract. A Participating Political Subdivision may seek an extension from the Elections Administrator as to the due date for the deposit of funds. Such an extension must be sought in writing and prior to due date for such deposit by the Participating Political Subdivision. Any decision(s) made by the Elections Administrator will be provided in writing to the Participating Political Subdivision. The Elections Administrator, however, shall not be required to grant an extension for the deposit of funds by a Participating Political Subdivision. For any Participating Political Subdivision that fails to deposit the total amounts specified in "Attachment A" by the dates specified in this Election Services Contract or any extension granted by the Elections Administrator, the Elections Administrator will be relieved from the responsibility to perform under this Election Services Contract for such Participating Political Subdivision. c) The Elections Administrator will only draw money from this Joint Election account to pay May 4, 2024 Joint Election Services Contract Page 11 of 21 0211312024 Item D. for election expenses that are included in "Attachment A" to this Election Services Contract and for other expenses that the Participating Political Subdivisions agree to in writing. d) If a Participating Political Subdivision withdraws completely from this Joint Election by March 20, 2024, then the Elections Administrator will refund (as soon as practicable) that Participating Political Subdivision's deposit, less any funds already expended before the withdrawal and less the general supervisory fee authorized by Section 31.100 of the Texas Election Code. In the event of a partial withdrawal from this Joint Election, deposits will not be refunded to the Participating Political Subdivisions. e) The Elections Administrator will not make partial refunds to a Participating Political Subdivision if any candidate(s) or propositions do not appear on the ballot for that Participating Political Subdivision. f) Deposits should be made out to Dallas County Elections Department and delivered within the mandatory time frame to: Heider Garcia Dallas County Elections Administrator 1520 Round Table Drive Dallas, Texas 75247 In the "memo" section of check place Election Escrow Account: _91486_ 12) RECORDS OF THE ELECTION a) The Elections Administrator is hereby appointed the general custodian of the voted ballots and all election records of this Joint Election to the extent authorized by Sections 31.094, 31.095, 31.096, and 31.097 of the Texas Election Code. b) Access to the election records will be available to each Participating Political Subdivision as well as to the public in accordance with the Texas Public Information Act, Chapter 552, Government Code, at the Dallas County Elections Department, 1520 Round Table Drive, Dallas, Texas 75247 at any time during normal business hours. The Elections Administrator will ensure that the records are maintained in an orderly manner, so that records are clearly identifiable and retrievable per records storage container. However, access to election records that contain confidential information that must be redacted pursuant to federal, or state law may be provided at the offices of the Civil Division of the Criminal District Attorney's Office of Dallas County, Texas at 500 Elm Street, Suite 6300, Dallas, Texas 75202. c) Pursuant to Section 66.058 of the Texas Election Code, the Elections Administrator will retain the precinct election records that are distributed to the Elections Administrator at the Elections Administrator's main offices and Elections Warehouse for sixty (60) days after the date of this Joint Election. At any point after Sixty (60) days after the date of this Joint Election, the Elections Administrator may arrange for transport of this precinct election records to the Dallas County Record Storage facility. If so, the precinct election records will then become the responsibility of Dallas County Record Storage for the May 4, 2024 Joint Election Services Contract Page 12 of 21 0211312024 Item D. remainder of the twenty-two (22) month preservation period. If the Elections Administrator does not transport the precinct election records to the Dallas County Records Storage facility, then the precinct election records will remain the responsibility of the Elections Administrator for the remainder of the twenty-two (22) month preservation period. Dallas County Record Storage will be responsible for the destruction of this Joint Election records after the preservation period. The Participating Political Subdivisions agree the Elections Administrator may destroy the records from this Joint Election after the twenty-two (22) month preservation period without further notice to the Participating Political Subdivisions unless the events in Section 12 (d) occur. d) The Participating Political Subdivisions must notify the Elections Administrator in writing within three (3) business days after any official or employee of any Participating Political Subdivision becomes aware of any election contest, litigation, or criminal investigation or proceeding in connection with this Joint Election. In accordance with Section 1.013 of the Texas Election Code, the election records must be preserved until any election contest, litigation, or any criminal investigation or proceeding is completed and a judgment, if any, becomes final. Also, the election records will be maintained by the Elections Administrator if there is an active or pending request for public information related to the election records until such request for public information is finally concluded. e) The Participating Political Subdivisions acknowledge and agree that the Elections Administrator reserves the right to intervene in any election contest or litigation in connection with this Joint Election in order to preserve any available remedies at law and to preserve the Elections Administrator's obligations under this Contract and the Texas Election Code. f) If the Participating Political Subdivisions have changed their single -member districts since their last election, the Subdivisions must submit new boundaries by February 04, 2024. g) The Elections Administrator will provide each Participating Political Subdivision records that indicate the jurisdictional boundaries of each Participating Political Subdivision by January 3, 2024. Each Participating Political Subdivision will have until January 26, 2024 to verify in writing that the jurisdictional boundaries provided by the Elections Administrator are correct. 13) EARLY VOTING a) Under Sections 31.094 and 271.006 of the Texas Election Code, the Participating Political Subdivisions hereby appoint the Elections Administrator to be the early voting clerk for all political subdivisions participating in this Joint Election. The deputy early voting clerks that will be appointed by the Elections Administrator are listed in "Attachment D." b) Any qualified voter for this Joint Election may vote early by personal appearance at the main early voting polling place or at one of the early voting branch polling places listed in Attachment B. Early voting will be conducted as agreed by the Parties as follows: Monday -Friday, April 22-26, 2024, from 8:00 a.m. to 5:00 p.m. Saturday, April 27, 2024, from 7:00 a.m. to 7:00 p.m. May 4, 2024 Joint Election Services Contract Page 13 of 21 F82 0211312024 Item D. Sunday, April 28, 2024, from 12:00 p.m. to 6:00 p.m. Monday -Tuesday, April 29-30, 2024, from 7:00 a.m. to 7:00 p.m. c) All requests for early voting ballots by mail that are received by a Participating Political Subdivision must be transported by runner on the day of receipt to the Dallas County Elections Department, Elections Operations Facility at 1520 Round Table Drive, Dallas, Texas 75247 for processing. Persons voting by mail must send their voted ballots to the Dallas County Elections Department. d) All early voting ballots will be prepared for counting by an Early Voting Ballot Board appointed under Subchapter A of Chapter 87 of the Texas Election Code. The Participating Political Subdivisions agree to appoint Chaka Terrell as the Presiding Judge, and Patti Clapp as the Alternate Presiding Judge of the Early Voting Ballot Board. In accordance with Section 87.002(b) of the Texas Election Code, the presiding judge will appoint at least one or more members to the Early Voting Ballot Board. The Participating Political Subdivisions may submit one individual for consideration by the presiding judge to be appointed as a member of the Early Voting Ballot Board and will notify DCED of the individual's name, telephone number, mailing address, and email address, if any, no later than April 4, 2024. A list of Early Voting Ballot Board members will be furnished to each Participating Political Subdivision by April 11, 2024. The Participating Political Subdivisions acknowledge that approval of this Election Services Contract shall constitute approval and appointment of the Presiding and Alternate Presiding Judge listed above for the Early Voting Ballot Board. e) A signature verification committee will not be appointed, and signature verification duties will be performed by the Early Voting Ballot Board in accordance with Chapter 87 of the Texas Election Code. h) The Presiding Judge of the Early Voting Ballot Board shall deliver notices of rejected ballots in compliance with Section 87.0431, Texas Election Code. 14) CRIMINAL BACKGROUND CHECKS The Elections Administrator, their agent or assignee will conduct a criminal background check (in accordance with statutory requirements) of any person who is expected to or scheduled to serve or work in this Joint Election at either the Elections Department or an Early Voting location. Any person that does not satisfactorily pass the criminal background check will be ineligible to serve or work in this Joint Election. Failure to obtain a criminal background check does not release the participating entity's obligation to pay for service rendered in good faith. Additionally, DCED will conduct a review of all poll workers against the Texas Public Sex Offender Registry and provide the results to the Participating Political Subdivisions. 15) ELECTION REPORTS During the early voting period for this Joint Election, the Elections Administrator will deliver daily reports to each Participating Political Subdivision of the Early Voting Location Turnout Totals and Early Voting Roster. The day after the early voting period ends, the May 4, 2024 Joint Election Services Contract Page 14 of 21 F83] 0211312024 Item D. Elections Administrator will deliver to each Participating Political Subdivision a Daily Early Voting Roster by vote center report that includes the entire Early Voting period. Pursuant to the Texas Election Code Section 87.121, the Elections Administrator will deliver these election reports by providing a link to a website posting. 16) WITHDRAWAL FROM CONTRACT a) No deposits will be refunded if a Participating Political Subdivision withdraws after the deadline to withdraw from this Election Services Contract has passed. b) In order to withdraw from this Election Services Contract, a Participating Political Subdivision must deliverto the Elections Administrator any certifications and declarations that are required under Subchapter C or Subchapter D of Chapter 2 of Title 1 of the Texas Election Code. c) The Elections Administrator will bill any Participating Political Subdivision that withdraws from this Election Services Contract for any expenses incurred prior to the Elections Administrator receiving copies of the certifications and declarations that are required under Subchapter C or Subchapter D of Chapter 2 of Title 1 of the Texas Election Code. d) Within ten (10) business days after receiving a withdrawal from the Joint Election in accordance with this Election Services Contract, the Elections Administrator will amend the attachments to this Election Services Contract as appropriate and provide updated copies of the amended attachments to all remaining Participating Political Subdivisions. e) The general supervisory fee authorized by Section 31.100 of the Texas Election Code will not be refunded. 17) AUDITING AND PROHIBITION ON WITHHOLDING OF DEPOSITS a) The Dallas County Auditor will conduct a review of the deposits and expenditures related to this Election Services Contract before the Final Bill or Refund is submitted to the Participating Political Subdivisions. Refunds will be submitted as soon as practicable. b) The Participating Political Subdivisions may request a financial audit of the Final Bill or Refund or dispute the Final Bill or Refund under this Section, if: 1) the Final Bill exceeds ten percent (10%) of the amount of the Participating Political Subdivision's initial deposit as required in "Attachment A" to this Election Services Contract; or 2) the accounting accompanying the Refund is ten percent (10%) less than the amount the Participating Political Subdivision determines, should be refunded, after its good faith review. The request for a financial audit or dispute must be done in accordance with Section 17 (d) below. c) Should the events in Section 17 (b) occur, in lieu of an audit or dispute, the Participating Political Subdivision may make a request that the Elections Administrator ask the Dallas County Auditor to review the cost allocation methodology for the Participating Political Subdivision's Final Bill or Refund ("Review Request"). Participating Political Subdivisions must submit a Review Request to the Elections Administrator within five (5) business days of receipt of the Final Bill or the Refund, whichever is later. The Review Request must set forth, in detail, the basis for any challenge to the Final Bill or Refund. Corrections to the May 4, 2024 Joint Election Services Contract Page 15 of 21 F84] 0211312024 Item D. Participating Political Subdivision's Final Bill or the Refund, based on a Review Request, will be determined at the sole discretion of the Elections Administrator. A Review Request does not extend the timeframe in Section 17(d). d) Should the circumstances giving rise to an audit or dispute in Section 17 (b) occur, the Participating Political Subdivision may send a formal written notice of dispute of the Final Bill or Refund ("Dispute Notice") to the Elections Administrator. This Dispute Notice must be received by the Elections Administrator no later than thirty (30) calendar days from the date the Participating Political Subdivision receives the Final Bill or Refund. This Dispute Notice must provide: 1) an itemization of the disputed charge(s) by the Participating Political Subdivision; 2) the basis for the dispute; 3) the methodology showing how the Participating Political Subdivision arrived at the amount disputed; and 4) documentation in support thereof. The Participating Political Subdivision will have no right to withhold any undisputed amounts set forth in this Election Services Contract or reflected in the Final Bill. Payment of undisputed amounts in the Final Bill must be made by the Participating Political Subdivision as set forth in Section 10(e) of this Election Services Contract. e) Failure of the Participating Political Subdivision to submit a timely Dispute Notice, as set forth in Section 17(d), shall waive any and all disputes, claims, or challenges to the Final Bill or Refund by the Participating Political Subdivision. The entire amount of the Participating Political Subdivision's Final Bill shall be due immediately; or any estimated refund amounts will become final. f) If the Participating Political Subdivision files a timely Dispute Notice in compliance with Section 17(d), the Participating Political Subdivision will have the right to conduct a good faith financial audit ("Financial Audit") for the deposits and expenditures related to this Elections Services Contract. In conducting the Financial Audit, the Participating Political Subdivision will have no greater right to demand access to or copies of the County's governmental or election records than those rights specified in the Texas Election Code and the Texas Public Information Act. The cost of any Financial Audit conducted by the Participating Political Subdivision shall be borne by the requesting Participating Political Subdivision and may not be paid for with funds deposited with the Dallas County Elections Department under this Election Services Contract. Further, the Participating Political Subdivision conducting the Financial Audit shall pay the Elections Administrator the reasonable costs fortime expended and copies provided in order to perform the Financial Audit. If the Financial Audit identifies overcharges by the Elections Administrator of more than ten percent (10%) of the initial deposit amount required by "Attachment A", the Elections Administrator will review and assess the findings of the Financial Audit and will negotiate, in good faith, to resolve any disputes for overcharges with the Participating Political Subdivision. The Elections Administrator shall not be bound by the findings or recommendations of the Participating Political Subdivision's Financial Audit. The financial records will be retained at the County Election Administrator's office until the conclusion of the Financial Audit and resolution of all outstanding audit disputes. g) In the event the representatives of the Participating Political Subdivision and the Elections May 4, 2024 Joint Election Services Contract Page 16 of 21 F85] 0211312024 Item D. Administrator cannot agree on the amount of the disputed Final Bill as set forth in this Section, then the Parties may agree to submit to non -binding mediation. If mediation is acceptable to both parties to resolve a dispute concerning the disputed Final Bill, the Parties will agree to use a mutually agreed -upon mediator. Unless the Parties come to a written agreement at mediation, the mediation will not constitute a final and binding resolution of the dispute. h) The Participating Political Subdivision acknowledges that the practical effect of the Participating Political Subdivision withholding undisputed funds that are required under this Election Services Contract would result in breach of this Elections Services Contract and the other Participating Political Subdivisions' taxpayers subsidizing the withholding Participating Political Subdivision's election expenses. 18) NOTICE Any addendum to, change/modification of, clarification of, and/or withdrawal from this contract requires written notice to and written approval by Dallas County Elections Administrator. Whenever this Election Services Contract requires any consent, approval, notice, request, or demand, it must be in writing to be effective and must be delivered to the Party intended to receive it as shown below: Address for notice to the Elections Administrator: Heider Garcia Dallas County Elections Administrator 1520 Round Table Drive Dallas, Texas 75247 (214) 819-6334 telephone (214) 819-6301 facsimile and, to the physical addresses and facsimile numbers for notice to the Participating Political Subdivisions are in "Attachment H" to this Election Services Contract. Any written notice required under this Contract shall be deemed to have been given when personally delivered, or if mailed, seventy-two (72) hours after deposit of the same in the United States Mail, postage prepaid, certified, or registered, return receipt requested, properly addressed to the contact person shown at the respective addresses set forth above, or at such other addresses as shall be specified by written notice delivered in accordance this notice section. 19) LIABILITY FOR NEGLIGENCE ALL PARTIES TO THIS ELECTION SERVICES CONTRACT AGREE TO BE RESPONSIBLE, IN ACCORDANCE WITH APPLICABLE STATE OR FEDERAL LAW, EACH FOR THEIR OWN NEGLIGENT ACTS OR OMISSIONS, OR OTHER TORTIOUS CONDUCT IN THE COURSE OF PERFORMANCE OF THIS ELECTION SERVICES CONTRACT WITHOUT WAIVING ANY SOVEREIGN IMMUNITY, GOVERNMENTAL IMMUNITY, STATUTORY IMMUNITY, OR OTHER DEFENSES AVAILABLE TO THE PARTIES UNDER FEDERAL OR STATE LAW. NOTHING IN THIS PARAGRAPH SHALL BE CONSTRUED TO CREATE OR GRANT ANY May 4, 2024 Joint Election Services Contract Page 17 of 21 0211312024 Item D. RIGHTS, CONTRACTUAL OR OTHERWISE, IN OR TO ANY THIRD PERSONS OR ENTITIES. ALL PARTIES AGREE THAT ANY SUCH LIABILITY OR DAMAGES OCCURRING DURING THE PERFORMANCE OF THIS ELECTION SERVICES CONTRACT CAUSED BY THE JOINT OR COMPARATIVE NEGLIGENCE OF THE PARTIES, OR THEIR EMPLOYEES, AGENTS OR OFFICERS WILL BE DETERMINED IN ACCORDANCE WITH COMPARATIVE RESPONSIBILITY LAWS OF TEXAS, BUT ONLY TO THE EXTENT SUCH LAWS ARE APPLICABLE TO THE PARTY. TO THE EXTENT PERMITTED BY LAW, IF LEGAL ACTION IS FILED AGAINST A PARTY TO THIS ELECTION SERVICES CONTRACT, THAT PARTY SHALL BE SOLELY RESPONSIBLE FOR THEIR OWN RESPECTIVE COSTS AND DEFENSE OF THAT SUIT. 20) CHOICE OF LAW This Election Services Contract will be governed and interpreted by the laws of the State of Texas. 21) VENUE AND JURISDICTION The courts of the State of Texas and the United States of America that are physically located in Dallas, Dallas County, Texas are the exclusive jurisdiction and venue for any lawsuit, cause of action, temporary restraining order, temporary injunction, injunction, petition for extraordinary relief, mandamus, or any other legal proceeding or claim arising out of the performance of this Election Services Contract. 22) SEVERABILITY If any term of this Election Services Contract is held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remainder of the terms of this Election Services Contract will remain in full force and effect and will in no way be affected, impaired, or invalidated. 23) ENTIRE CONTRACT This Election Services Contract, including any exhibits or attachments, contains the entire agreement between the Elections Administrator and the Participating Political Subdivisions concerning the duties required by this Election Services Contract. The Elections Administrator of Dallas County, Texas and each Participating Political Subdivision hereby expressly warrant and represent that they are not relying on any promises or agreements that are not contained in this Election Services Contract concerning any of the terms in this Election Services Contract. Except otherwise specified in this Election Services Contract, no modification, amendment, novation, renewal, or other alteration of this Election Services Contract shall be effective unless mutually agreed upon in writing and executed by the Parties hereto. 24) PLURALITY, GENDER, AND HEADINGS In this Election Services Contract, words in the singular number include the plural, and those in the plural include the singular. Words of any gender also refer to any other gender. Headings in this Election Services Contract are terms of inclusion, not exclusion. 25) RELATIONSHIP OF PARTIES May 4, 2024 Joint Election Services Contract Page 18 of 21 F87] 0211312024 Item D. The Participating Political Subdivisions, including their agents, or employees, are not an agent, servant, joint enterpriser, joint venturer, or employee of the County Elections Administrator, the County, or DCED, and are responsible for their own acts, forbearance, negligence and deeds, and for those of their agents, or employees in conjunction with the performance of services covered under this Election Services Contract. The Participating Political Subdivisions represent that they have, or will secure at their own expense, all personnel and consultants required in performing the duties directly administered by the Participating Political Subdivision. Such personnel and consultants shall not be employees of or have any contractual relationship with the County, the County Elections Administrator, or DCED. 26) FORCE MAJEURE No Party shall be in default or responsible for delays or failures in performance resulting from causes beyond its control. Such causes include but are not limited to acts of God, fire, storm, flood, earthquake, natural disaster, pandemic, epidemic, nuclear accident, strike, air traffic disruption, lockout, riot, freight embargo, public regulated utility, or governmental statutes, orders, or regulations superimposed after the fact. Any Party delayed by force majeure shall as soon as reasonably possible give the other Party written notice of the delay. The Party delayed shall use reasonable diligence to correct the cause of the delay, if correctable, and if the condition that caused the delay is corrected, the Party delayed shall immediately give the other Parties written notice thereof and shall resume performance under this Election Services Contract as soon as practicable. The date of delivery or of performance shall be extended for at least a minimum time period equal to the time lost by reason of the delay. 27) DEFAULT/CUMULATIVE RIGHTS/MITIGATION. It is not a waiver of default if the non -defaulting Party fails to immediately declare a default or delays in taking any action. The rights and remedies provided by this Election Services Contract are cumulative, and no Party's use of any right or remedy will preclude or waive its right to any other remedy. These rights and remedies are in addition to any other rights the Parties may have by law, statute, ordinance or otherwise. All Parties have a duty to mitigate damages. 28) CONTRA PROFERENTEM The legal doctrine of contra proferentem will not apply to this Election Services Contract. Consequently, any ambiguity that may exist in this Election Services Contract will not be construed against the Party who drafted this Election Services Contract. 29) ORDER OF PRECEDENCE Any inconsistencies in this Election Services Contract will be resolved by reviewing and considering this Election Services Contract and Attachments A through H to this Election Services Contract together in context with each other. 30) SIGNATORY WARRANTY May 4, 2024 Joint Election Services Contract Page 19 of 21 F88 0211312024 Item D. Dallas County and the Elections Administrator of Dallas County, Texas and all of the contracting authorities of all of the Participating Political Subdivisions listed in "Attachment F" of this Election Services Contract represent that each has the full right, power and authority to enter into and perform this Election Services Contract in accordance with all of its terms and conditions, and that the execution and delivery of this Election Services Contract has been made by authorized representatives of the Participating Political Subdivisions to validly and legally bind the Participating Political Subdivisions to all terms, performances, and provisions set forth in this Election Services Contract. 31) COUNTERPARTS. This Election Services Contract may be executed in any number of counterparts, each of which so executed shall be deemed to be an original, and such counterparts shall together constitute but one and the same Contract. The Parties shall be entitled to sign and transmit an electronic signature of this Contract (whether by facsimile, PDF, or other email transmission), which signature shall be binding on the Party whose name is contained therein. A signed copy of this Contract transmitted by facsimile, email or other means of electronic transmission shall be deemed to have the same legal effect as delivery of an original executed copy of this Contract for all purposes. [Signatures on following page] May 4, 2024 Joint Election Services Contract Page 20 of 21 F8-9 0211312024 Item D. WITNESS HEREOF, the parties hereto have executed in triplicate originals this Election Services Contract on this day of 2024. ("Effective Date") RECOMMENDED AND APPROVED: HEIDER GARCIA COUNTY ELECTIONS ADMINISTRATOR DALLAS COUNTY, TEXAS APPROVED AS TO FORM* James R. Palomo ASSISTANT DISTRICT ATTORNEY, DISTRICT ATTORNEY DALLAS COUNTY CRIMINAL ATTORNEY'S OFFICE, CIVIL DIVISION *By law, the Criminal District Attorney's Office may only advise or approve contracts or legal documents on behalf of its clients. It may not advise or approve a contract or legal document on behalf of other parties. Our review of this document was conducted solely from the legal perspective of our client. Our approval of this document was offered solely for the benefit of our client. Other parties should not rely on this approval and should seek review and approval by their own respective attorney(s). ACCEPTED TO AND AGREED TO BY THE APPROVED BRENT PARKER CITY MANAGER, CITY OF WYLIE May 4, 2024 Joint Election Services Contract Page 21 of 21 0211312024 Item D. Dallas County Elections Department V=wJ 1520 Round Table Drive Dallas. Texas 75247�! May 4, 2024 Joint Election ESTIMATED COST INVOICE Subject to Change EXHIBIT - A 35 Entities 64 EV Locations 469 ED Vote Centers Registered Voter Split Total City of Wylie Total Number of Registered Voters 3,409,183 715 Cost Per Registered Voter (w/o GSF) $1.00 $1.00 Total Cost $3,397,059.14 $712.46 % of Units 100% 0.02% Total City of Wylie Election Total $3,397,059.14 $712.46 Special Request Fee General Supervisory Fee (GSF) $339,705.91 $71.25 Total Cost $3,736,765.06 $783.70 Cost Per Registered Voter (w. GSF) $1.10 $1.10 Amount of Deposit (Overpaid)/Underpaid $3,736,765.06 $783.70 0211312024 Item D. Exp. Code Early Voting Units Unit Cost Estimated City of Wylie POSTAGE 62175 Mail Ballot Kits 20,000 $2.62 $52,400.00 $10.99 62175 Undeliverable / Resent Mail Kits 600 $3.20 $1,920.00 $0.40 62170 Postage for Ballots Mailed 20,000 $0.63 $12,600.00 $2.64 62170 Postage for Undeliverable / Resent Mails 600 $0.63 $378.00 $0.08 EQUIPMENT RENTAL 62025 EV Model DS200 (Tabulator/Scanner) 64 $464.10 $29,702.40 $6.23 62025 EV ExpressVote Ballot Marking Device (BMD) 512 $295.00 $151,040.00 $31.68 62025 EV EPB Printer 256 $62.00 $15,872.00 $3.33 62025 EV Election Supply Cart 128 $295.00 $37,760.00 $7.92 62021 EV Mini -Van Rental 8 $1,085.00 $4,340.00 $0.91 62021 EV Truck Rental 2 $1,927.00 $1,927.00 $0.40 RENTAL BUILDINGS 62023 EV Location Rental Various Locations $81,000.00 $16.99 PERSONNEL 61050 EV Election Department (OT) Various $15,000.00 $3.15 61050 EV Clerks (CT) 24hrs 256 $24.00 $147,456.00 $30.93 61050 EV Judges (OT) 24hrs 64 $27.33 $41,978.88 $8.80 61050 EV Building Security (OT) 4 $45.00 $4,320.00 $0.91 61050 EV Inspectors (CT) 8 $27.33 $5,247.36 $1.10 61050 EVTraining Trainers (OT) 7 $28.37 $4,765.32 $1.00 61050 EV Ballot Board Committee (OT) 30 $30.90 $2,781.00 $0.58 61050 EV Ballot Board Judge (OT) 1 $30.90 $92.70 $0.02 61060 EV Clerks (ST) 256 $16.00 $270,336.00 $56.70 61060 EV Judges (ST) 64 $18.22 $76,961.28 $16.14 61060 EV Inspectors (ST) 8 $18.22 $9,620.16 $2.02 61060 EV Training Trainers (ST) 7 $18.91 $8,736.42 $1.83 61060 EV Ballot Board Committee (ST) 30 $20.60 $27,810.00 $5.83 61060 EV Ballot Board Judge (ST) 1 $20.60 $927.00 $0.19 61111 EV FICA 6.2% $930.00 $0.20 61112 EV Medicare 1.45% $8,932.47 $1.87 61113 EV PARS 1.3% $7,813.42 $1.64 61150 EV Retirement Chargeback 13.23% $1,984.50 $0.42 62225 EV Temp. Employees 50 $26.01 $156,060.00 $32.73 SUPPLY EXPENSE 62175 EV Official ExpressVote Ballots 300,000 $0.14 $42,000.00 $8.81 62175 EV Judges Kits 64 $80.00 $5,120.00 $1.07 SERVICE EXPENSE 62013 Legal Notice Legal Notice $3,500.00 $0.73 62225 EV GTS IT Services 11 $35.00 $49,087.50 $10.30 62225 EV ES&S Project Management 17 $1,975.00 $33,575.00 $7.04 62225 EV ES&S Audio 70 $28.95 $3,356.50 $0.70 PREPARATION AND TRANSPORTATION OF VOTING EQUIPMENT 62910 EV Atlantic Delivery and Pick-up 128 $100.00 $12,800.00 $2.68 MILEAGE / FUEL 62285 EV Fuel Vans and Trucks $1,200.00 $0.25 EARLY VOTING TOTAL 1 $1,331,330.90 $279.22 F92 0211312024 Item D. Exp. Code Election Day Units Unit Cost Estimated City of Wylie EQUIPMENT RENTAL 62025 ED Model DS200 (Tabulator/Scanner) 469 $464.10 $217,662.90 $45.65 62025 ED ExpressVote Ballot Marking Device (BMD) 1,876 $295.00 $553,420.00 $116.07 62025 ED EPB Printer 1,876 $62.00 $116,312.00 $24.39 62025 ED Election Supply Carts 469 $295.00 $138,355.00 $29.02 62021 ED Mini -Van Rental 8 $1,085.00 $4,340.00 $0.91 62021 ED Truck Rental 2 $1,927.00 $1,927.00 $0.40 RENTAL BUILDINGS 62023 ED Location Rental Various Locations $100,500.00 $21.08 PERSONNEL 61020 ED Clerks (ST) 1,876 $16.00 $450,240.00 $94.43 61020 ED Judges (ST) 469 $20.00 $140,700.00 $29.51 61020 ED Judges Delivery (Can Money) 469 $25.00 $11,725.00 $2.46 61020 ED Emergency Response (ST) 40 $25.00 $15,000.00 $3.15 61020 ED Phone Bank (ST) 35 $25.00 $13,125.00 $2.75 61020 ED Regional Site Support (ST) 60 $20.00 $6,000.00 $1.26 61020 ED Inspectors (ST) 40 $25.00 $15,000.00 $3.15 61050 ED Sheriff Deputies (OT) 32 $60.00 $28,800.00 $6.04 61050 ED Building Security (OT) 14 $50.00 $10,500.00 $2.20 61050 ED Election Department (OT) Various $10,000.00 $2.10 61111 ED FICA 6.2% $2,405.60 $0.50 61112 ED Medicare 1.45% $145.00 $0.03 61113 ED PARS 1.3% $130.00 $0.03 61150 ED Retirement Chargeback 13.23% $5,133.24 $1.08 62225 ED Temp. Employees 50 $26.01 $26,010.00 $5.46 SUPPLY EXPENSE 62175 ED Official ExpressVote Ballots 300,000 $0.140 $42,000.00 $8.81 62175 ED Judge Kit 469 $80.00 $37,520.00 $7.87 SERVICE EXPENSE 62225 ED ES&S Site Support 1 $4,975.00 $4,975.00 $1.04 62225 ED IT Services (GTS) 11 $35.00 $15,400.00 $3.23 PREPARATION & TRANSPORTATION OF VOTING EQUIPMENT 62910 ED Atlantic Delivery and Pick-up 938 $100.00 $93,800.00 $19.67 MILEAGE / FUEL 61080 Mileage for Deputies 5,500 $0.655 $3,602.50 $0.76 62285 ED Fuel Vans and Trucks $1,000.00 $0.21 ELECTION DAY TOTAL 1 $2,065,728.24 $433.24 F93 02/13/2024 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT ,.; Attachment B - Early Vote Center Locations ' 2024 Joint Election May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccion City Ciudad ZIP Codigo Postal E0001 MLK Jr Recreation Center Hallway 2901 Pennsylvania Ave DALLAS 75215 E0004 Elections Training / Warehouse Vote Center 1460 Round Table Dr DALLAS 75247 E0008 First Baptist Richardson Activity Center 1001 N Central Expy RICHARDSON 75080 E0012 Glenn Heights Family Center Multipurpose Room 1932 S Hampton Rd GLENN HEIGHTS 75154 E0021 Islamic Association of North Texas 840 Abrams Rd RICHARDSON 75081 E0022 Vietnamese Community Center 3221 Belt Line Rd GARLAND 75044 E0023 For Oak Cliff Kids Room 907 E Ledbetter Dr DALLAS 75216 E0024 North Garland Branch Library 3845 N Garland Ave GARLAND 75040 E0025 Kiest Recreation Center 3081 S Hampton Rd DALLAS 75224 E0026 Cedar Hill High School 1 Longhorn Blvd CEDAR HILL 75104 E0036 Addison Conference Centre Lobby 15650 Addison Rd ADDISON 75001 E1022 Oak Lawn Branch Library Auditorium 4100 Cedar Springs Rd DALLAS 75219 E1029 Richland Campus -Dallas College G100 Guadalupe Hallway 12800 Abrams Rd DALLAS 75243 E1052 Lochwood Branch Library Classroom 1/2 11221 Lochwood Blvd DALLAS 75218 E1074 Samuell Grand Recreation Center Game Room 112 6200 E Grand Ave DALLAS 75223 E1088 Skyline Branch Library Auditorium 6006 Everglade Rd DALLAS 75227 E1096 Pleasant Grove Ctr-Dallas College PG 108/109 802 S Buckner Blvd DALLAS 75217 E1116 Harry Stone Recreation Center Half of Multi -Purpose Room 2403 Millmar Dr DALLAS 75228 E1301 Florence Recreation Center Event Room 2501 Whitson Way MESQUITE 75150 E1303 Eastfield Campus -Dallas College G Building, Lobby 3737 Motley Dr MESQUITE 75150 E1708 Garland Center -Dallas College Conference Room A&B 675 W Walnut St GARLAND 75040 E1723 South Garland Branch Library Program Room 4845 Broadway Blvd GARLAND 75043 E2005 iMarsh Lane Baptist Church Fellowship Hall 10716 Marsh Ln DALLAS 75229 E2027 jOur Redeemer Lutheran Church Parlor Room 7611 Park Ln DALLAS 75225 12/12/202310:51 AM Page 1 94 02/13/2024 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT ,.; Attachment B - Early Vote Center Locations ' 2024 Joint Election May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccion City Ciudad ZIP Codigo Postal E2052 Fretz Park Library Black Box Theater 6990 Belt Line Rd DALLAS 75254 E2060 Audelia Road Branch Library Auditorium 10045 Audelia Rd DALLAS 75238 E2220 University Park UMC Parlor Room 101 4024 Caruth Blvd DALLAS 75225 E2305 Farmers Branch Manske Library Meeting Room 13613 Webb Chapel Rd FARMERS 75234 E2307 Brookhaven Campus -Dallas College H129 3939 Valley View Ln FARMERS 75244 E2407 Josey Ranch Lake Library Meeting Room 150 1700 Keller Springs Rd CARROLLTON 75006 E2604 Valley Ranch Library Meeting Room 401 Cimarron Trl IRVING 75063 E2805 Coppell Town Center Atrium 255 E Parkway Blvd COPPELL 75019 E2924 Rowlett City Hall - Annex Conference Room 4004 Main St ROWLETT 75088 E2941 Sachse City Hall Courtroom 3815-B Sachse Rd SACHSE 75048 E3007 El Centro Campus -Dallas College Elb-Student Center Main Area 801 Main St DALLAS 75202 E3008 George L Allen Sr Court Building Main Lobby 600 Commerce St DALLAS 75202 E3043 Paul L Dunbar Library Auditorium 2008 E Kiest Blvd DALLAS 75216 E3064 Friendship West Baptist Church Banquet Hall Foyer 2020 W Wheatland Rd DALLAS 75232 E3072 Cedar Valley Campus -Dallas College Rm M105 3030 N Dallas Ave LANCASTER 75134 E3073 Highland Hills Library Auditorium 6200 Bonnie View Rd DALLAS 75241 E3106 A E Sims Cedar Hill Rec Center Lobby 310 E Parkerville Rd CEDAR HILL 75104 E3202 Duncanville Library Meeting Rms 1-3 201 James Collins Blvd DUNCANVILLE 75116 E3309 Lakeside Activity Center Large Room 101 Holley Park Dr MESQUITE 75149 E3400 Balch Springs Civic Center Big Room Area 12400 Elam Rd BALCH SPRINGS 75180 E3500 Sunnyvale Town Hall Council Chambers 127 N Collins Rd SUNNYVALE 75182 E3605 Disciple Central Comm Church DC3 - Youth Room 901 N Polk St DESOTO 75115 E3809 Lancaster Veterans Memorial Library Meeting Room 1600 Veterans Memorial Pkwy LANCASTER 75134 12/12/202310:51 AM Page 2 til 02/13/2024 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT ,.; Attachment B - Early Vote Center Locations ' 2024 Joint Election May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccion City Ciudad ZIP Codigo Postal E3921 Seagoville City Hall Front Foyer 702 N Hwy 175 SEAGOVILLE 75159 E3940 Wilmer Community Center Main Room 101 Davidson Plz WILMER 75172 E3950 Hutchins City Hall Council Chambers 321 N Main Street HUTCHINS 75141 E4029 West Dallas Center -Dallas College Main Lobby 3330 N Hampton Rd DALLAS 75212 E4050 Mountain Creek Library Auditorium 6102 Mountain Creek Pkwy DALLAS 75249 E4064 Martin Weiss Recreation Center Large Room 1111 Martindell Ave DALLAS 75211 E4071 Oak Cliff Government Center Main Lobby 702 E Jefferson Blvd DALLAS 75203 E4081 Jaycee Zaragoza Recreation Center Area in Lobby/Hallway 3114 Clymer Street DALLAS 75212 E4086 Grauwyler Park Recreation Center Room A 7780 Harry Hines Blvd DALLAS 75235 E4113 Mountain View Campus -Dallas E. Bldg., East Foyer 4849 W Illinois Ave DALLAS 75211 E4502 Betty Warmack Library Empower Room 760 Bardin Rd GRAND PRAIRIE 75052 E4514 The Summit Aerobic Room 2975 Esplanade Dr GRAND PRAIRIE 75052 E4516 Crosswinds High School Room 104 1100 N Carrier Pkwy GRAND PRAIRIE 75050 E4528 Our Redeemer Lutheran Church -GP Fellowship Hall 4729 S Carrier Pkwy GRAND PRAIRIE 75052 E4607 Irving City Hall Main Lobby 825 W Irving Blvd IRVING 75060 E4629 Bear Creek Community Church Lobby Breezeway 2700 Finley Rd IRVING 75062 E4633 North Lake Campus -Dallas College L137 A/B 5001 N Macarthur Blvd IRVING 75038 E4642 Irving Arts Center Lab Room 1 3333 N Macarthur Blvd IRVING 75062 Location •- Count Early Voting 65 12/12/202310:51 AM Page 3 96 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT = Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccidn City Ciudad ZIP Codigo V0003 Evans Recreation Center Fitness Room 1116 Hillcrest St MESQUITE 75149 V0005 Churchill Recreation Center Large Room 6906 Churchill Way DALLAS 75230 V0010 MLK Jr Recreation Center Hallway 2901 Pennsylvania Ave DALLAS 75215 V0011 Rowlett City Hall - Annex Conference Room 4004 Main St ROWLETT 75088 V0014 Vietnamese Community Center Front and Back Room 3221 Belt Line Rd GARLAND 75044 V0016 Elections Training / Warehouse Voting Center 1460 Round Table Dr DALLAS 75247 V0018 MAS Islamic Center of Dallas Banquet Hall 1515 Blake Dr RICHARDSON 75081 V0019 Mockingbird Elementary School-DISD Auditorium 5828 E Mockingbird Ln DALLAS 75206 V0020 Central Elementary School-DISD Foyer 902 Shady Ln SEAGOVILLE 75159 V0021 Campbell Green Recreation Center AB Room 16600 Park Hill Dr DALLAS 75248 V0022 Janie Stark Elementary School Library 12400 Josey Ln FARMERS 75234 V0026 The Woods United Methodist Church 1350 Bardin Rd GRAND PRAIRIE 75052 V0027 First UMC of Sachse Gym 1520 Blackburn Rd SACHSE 75048 V0028 First Mexican Baptist Church Fellowship Hall 4151 Royal Ln DALLAS 75229 V0030 Woodhaven Presbyterian Church 3650 N O'Connor Rd IRVING 75062 V0032 Larry G Smith Elementary School Auditorium 5299 Gus Thomasson Rd MESQUITE 75150 V0034 Stephens Elementary School 3700 Cheyenne Dr ROWLETT 75088 V0035 Albert Farine Elementary School Small Gym 615 Metker St IRVING 75062 V0036 Addison Conference Centre Lobby 15650 Addison Rd ADDISON 75001 V0037 First Baptist Richardson Activity Center 1001 N Central Expy RICHARDSON 75080 V0038 Islamic Association of North Texas 840 Abrams Rd RICHARDSON 75081 V0039 West Irving Library Large meeting room 4444 W Rochelle Rd IRVING 75062 V0040 Desoto House of Peace & Comm Center Gymnasium 531 W Belt Line Rd DESOTO 75115 V0041 Frank D Moates Elementary School Cafeteria 1500 Heritage Blvd GLENN HEIGHTS 75154 V0042 Dallas County Detention Center A5 111 W Commerce St DALLAS 75208 V0044 Cedar Hill Collegiate High School IGym 11515 W Beltline Rd CEDAR HILL 75104 V0046 Glenn Heights Family Center Multipurpose Room 1932 S Hampton Rd GLENN HEIGHTS 1 75154 12/12/202310:59 AM Page 1 of 18 F97] 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Attachment C - Election Day Vote Center Locations r 2024 Joint Election May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address DirecciSn City Ciudad ZIP Codigo V0047 Moises E Molina High School Auditorium 2355 Duncanville Rd DALLAS 75211 V0049 La Villita Elementary School Cafeteria 1601 Camino Lago IRVING 75039 V0050 Salem Institutional Baptist Church 3918 Crozier St DALLAS 75215 V0052 Abbett Elementary School 730 W Muirfield Rd GARLAND 75044 V0053 Jubilee Park and Community Center Room 101 907 Bank St DALLAS 75223 V0054 Antioch Worship Center Auditorium 6245 Shannon Rd MESQUITE 75181 V0055 Rocky Springs Missionary Baptist Ch 316 E Shady Grove Rd GRAND PRAIRIE 75050 V0061 The Summit Aerobic Room 2975 Esplanade Dr GRAND PRAIRIE 75052 V0062 For Oak Cliff Kids Room 907 E Ledbetter Dr DALLAS 75216 V0063 Katherine Johnson Tech Magnet Acad Room 1004 1200 Academy Way DESOTO 75115 V0064 Robinwood Baptist Church 111 E Stark Rd SEAGOVILLE 75159 V0065 Mt Zion MBC of Sandbranch 128 Burns Dr COMBINE 75159 V0066 Pilgrim Rest Missionary Baptist Ch 1819 N Washington Ave DALLAS 75204 V0067 Thomas Jefferson High School 4001 Walnut Hill Ln DALLAS 75229 V0070 New Life Apostolic UPC 1361 Mount Lebanon Rd CEDAR HILL 75104 V0071 The Chapel of the Cross 4333 Cole Ave DALLAS 75205 V0072 Cedar Hill High School 1 Longhorn Blvd CEDAR HILL 75104 V1001 Sam Tasby M S RM 114 7001 FAIR OAKS AVE DALLAS 75231 V1002 Mission Vickery Church Room #2 5814 Ridgecrest Rd DALLAS 75231 V1003 Hamilton Park UMC B4 11881 Schroeder Dr DALLAS 75243 V1005 New Mount Zion Baptist Church EDUCATION BLDG, CHAPEL 9530 Shepherd Rd DALLAS 75243 V1006 Moss Haven Elementary School Gym 9202 Moss Farm Ln DALLAS 75243 V1008 Lee McShan Jr Elem School Main Lobby 8307 Meadow Rd DALLAS 75231 V1013 North Dallas High School Freshman Bldg 3120 N Haskell Ave DALLAS 75204 V1015 Multiple Careers Magnet Center Hallway 4528 Rusk Ave DALLAS 75204 V1019 Solar Preparatory School for Girls Bonham Bldg Vestibule 2617 N Henderson Ave DALLAS 75206 V1020 Ben Milam Elementary School Cafeteria 4200 Mckinney Ave DALLAS 75205 12/12/202310:59 AM Page 2 of 18 F98 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT `N.f ..: i . Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccidn City Ciudad ZIP Codigo V1022 Oak Lawn Branch Library Auditorium 4100 Cedar Springs Rd DALLAS 75219 V1023 The Father's Church Youth Room 2707 Abrams Rd DALLAS 75214 V1027 Audelia Creek Elementary School Gym 12600 Audelia Rd DALLAS 75243 V1029 Richland Campus -Dallas College G100 Guadalupe Hallway 12800 Abrams Rd DALLAS 75243 V1030 A M Aikin Elementary School Gym 12300 Pleasant Valley Dr DALLAS 75243 V1032 Northwood Hills Elementary Sch Gym 14532 Meandering Way DALLAS 75254 V1033 Spring Valley Elementary School Gym 13535 Spring Grove Ave DALLAS 75240 V1040 Thurgood Marshall Elementary School Large Room 9666 Ferris Branch Blvd DALLAS 75243 V1043 Skyview Elementary School Gym 9229 Meadowknoll Dr DALLAS 75243 V1045 PLA @ Highland Meadows Auditorium 8939 Whitewing Ln DALLAS 75238 V1047 Martha T Reilly Elementary Sch Auditorium 11230 Lippitt Ave DALLAS 75218 V1049 Merriman Park Elementary School Cafe 7101 Winedale Dr DALLAS 75231 V1052 Lochwood Branch Library Classroom 1/2 11221 Lochwood Blvd DALLAS 75218 V1054 Casa View Elementary School Auditorium Foyer 2100 N Farola Dr DALLAS 75228 V1056 Charles A Gill Elementary School AUDITORIUM 10910 Ferguson Rd DALLAS 75228 V1057 St Pius X Catholic Church Parish Parish Hall 3030 Gus Thomasson Rd DALLAS 75228 V1058 Harry Stone Recreation Center Half of Multi -Purpose Room 104 2403 Millmar Dr DALLAS 75228 V1059 Reinhardt Elementary School Auditorium 10122 Losa Dr DALLAS 75218 V1060 Alex Sanger Preparatory School Auditorium 8410 San Leandro Dr DALLAS 75218 V1061 W H Gaston Middle School Auditorium Foyer 9565 Mercer Dr DALLAS 75228 V1063 George Truett Elementary School Auditorium 1811 Gross Rd DALLAS 75228 V1070 Grace United Methodist Church Parlor 4105 Junius St DALLAS 75246 V1071 Lakewood Branch Library Auditorium 6121 Worth St DALLAS 75214 V1073 The Church at Junius Heights Milton Greer, Fellowship Hall 5429 Reiger Ave DALLAS 75214 V1074 Samuell Grand Recreation Center Game Room 112 6200 E Grand Ave DALLAS 75223 V1076 Eduardo Mata Montessori School I Library 7420 La Vista Dr DALLAS 75214 V1078 Bayles Elementary School Computer Lab, Rm 121 2444 Telegraph Ave I DALLAS 175228 12/12/202310:59 AM Page 3 of 18 Fq_q 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT `N.f ..: i Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address DirecciSn City Ciudad ZIP Codigo V1079 S S Conner Elementary School Auditorium 3037 Greenmeadow Dr DALLAS 75228 V1081 Owenwood Farm & Neighbor Space Sanctuary 1451 John West Rd DALLAS 75228 V1083 Colonial Baptist Church Hallway 6459 Scyene Rd DALLAS 75227 V1084 Edna Rowe Elementary School Auditorium 4918 Hovenkamp Dr DALLAS 75227 V1085 Urban Park Elementary School Auditorium 6901 Military Pkwy DALLAS 75227 V1087 Skyline High School AUDITORIUM FOYER 7777 Forney Rd DALLAS 75227 V1088 Skyline Branch Library Auditorium 6006 Everglade Rd DALLAS 75227 V1090 San Jacinto Elementary School Auditorium 7900 Hume Dr DALLAS 75227 V1091 Annie Webb Blanton Elem School Library 8915 Greenmound Ave DALLAS 75227 V1092 Edward Titche Elementary School Auditorium 9560 Highfield Dr DALLAS 75227 V1093 Nueva Vida New Life Assembly Ch Sanctuary 10747 Bruton Rd DALLAS 75217 V1094 S. Mendez Crew Leadership Acad Auditorium 1515 N Jim Miller Rd DALLAS 75217 V1095 Nathaniel Hawthorne Elem School Auditorium 7800 Umphress Rd DALLAS 75217 V1096 Pleasant Grove Ctr-Dallas College Community Room 108/109 802 S Buckner Blvd DALLAS 75217 V1097 W W Samuell High School Auditorium 8928 Palisade Dr DALLAS 75217 V1098 Young Men's Leadership Academy Auditorium 1625 N Masters Dr DALLAS 75217 V1100 E B Comstock Middle School Auditorium 7044 Hodde St DALLAS 75217 V1101 Pleasant Grove Library Classroom A/B 7310 Lake June Rd DALLAS 75217 V1102 B H Macon Elementary School Auditorium 650 Holcomb Rd DALLAS 75217 V1104 William Anderson Elem School AUDITORIUM 620 N St Augustine Rd DALLAS 75217 V1107 Richard Lagow Elementary School Main Lobby 637 Edgeworth Dr DALLAS 75217 V1108 H Grady Spruce High School Auditorium 9733 Old Seagoville Rd DALLAS 75217 V1109 Fireside Recreation Center Gym 8601 Fireside Dr DALLAS 75217 V1118 Ignite Middle School MAIN ENTRANCE 2211 Caddo St DALLAS 75204 V1119 St Luke Community Church FELLOWSHIP HALL 5710 E R L Thornton Frwy DALLAS 75223 V1120 Solar Preparatory School for Boys jAuditorium 11802 Moser Ave DALLAS 75206 V1121 Living Waters Church of God Fellowship Hall 111110 Shiloh Rd DALLAS 75228 12/12/202310:59 AM Page 4 of 18 100 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT f '\' Attachment C -Election Day Vote Center Locations 2024 Joint Election May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccidn City Ciudad ZIP Codigo V1128 Lake Highlands High School L Auditorium 9449 Church Rd DALLAS 75238 V1134 Herschel Forester Field House Main Lobby 8233 Military Pkwy DALLAS 75227 V1300 lVanston Middle School New Gym 3230 Karla Dr MESQUITE 75150 V1301 Florence Recreation Center Event Room 2501 Whitson Way MESQUITE 75150 V1302 Vernon Price Elementary School Cafeteria 630 Stroud Ln GARLAND 75043 V1303 Eastfield Campus -Dallas College G Building, Lobby 3737 Motley Dr MESQUITE 75150 V1304 Goodbar Recreation Center Craft Room 3000 Concord Dr MESQUITE 75150 V1305 Motley Elementary School Portable 119 3719 Moon Dr MESQUITE 75150 V1308 Range Elementary School Library 4060 Emerald Dr MESQUITE 75150 V1310 Tosch Elementary School Library 2424 Larchmont Dr MESQUITE 75150 V1311 JC Rugel Elementary School Cafeteria 2701 Sybil Dr MESQUITE 75149 V1312 Galloway Elementary School Front Foyer 200 Clary Dr MESQUITE 75149 V1314 West Mesquite High School Front Foyer, Right Side 2500 Memorial Pkwy MESQUITE 75149 V1500 Dover Elementary School Gym 700 Dover Dr RICHARDSON 75080 V1501 Professional Development Ctr Gym 701 W Belt Line Rd RICHARDSON 75080 V1503 Richland Elementary School Gym 550 Park Bend Dr RICHARDSON 75081 V1700 Bradfield Recreation Center Classroom 1146 Castle Dr GARLAND 75040 V1701 Bussey Middle School CHOIR ROOM, 224 1204 Travis St GARLAND 75040 V1703 A R Davis Elementary School Teacher Lounge 201 1621 McCallum Dr GARLAND 75042 V1705 O Henry Elementary School Cafe 4100 Tynes Dr GARLAND 75042 V1706 Bradfield Elementary School Gym 3817 Bucknell Dr GARLAND 75042 V1708 Garland Center -Dallas College Conference Room A&B 675 W Walnut St GARLAND 75040 V1709 Austin Academy Practice Gym 1125 Beverly Dr GARLAND 75040 V1710 Kimberlin Academy LIBRARY 202 1520 CUMBERLAND DR GARLAND 75040 V1711 Granger Recreation Center Classroom 103 1310 W Ave F GARLAND 75040 V1712 Williams Elementary School Gym 1821 Old Gate Ln GARLAND 75042 V1713 Memorial Pathway Academy IGym 12825 S First St GARLAND 75041 12/12/202310:59 AM Page 5 of 18 101 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT `N.f ..: i Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votaci6n Address Direcci6n City Ciudad ZIP Codigo V1715 Watson Technology Center Library 2601 Dairy Rd GARLAND 75041 V1716 South Garland High School Foyer 600 Colonel Dr GARLAND 75043 V1717 Classical Ctr at Brandenburg MS Library 626 Nickens Rd GARLAND 75043 V1718 Southgate Elementary School Gym 1115 Mayfield Ave GARLAND 75041 V1719 Montclair Elementary School Gym 5200 Broadmoor Dr GARLAND 75043 V1720 O'Banion Middle School Practice Gym 700 Birchwood Dr GARLAND 75043 V1722 Classical Ctr at Vial Elem Sch GYM 126 Creekview Dr GARLAND 75043 V1723 South Garland Branch Library Program Room 4845 Broadway Blvd GARLAND 75043 V1726 Routh Roach Elementary School Foyer 1811 Mayfield Ave GARLAND 75041 V1727 Granville Arts Center Atrium Building 300 N 5th St GARLAND 75040 V1728 Sam Houston Middle School Classroom 103 2232 Sussex Dr GARLAND 75041 V2002 Thomas C Marsh Preparatory Academy Auditorium 3838 Crown Shore Dr DALLAS 75244 V2003 W T White High School H101, 102, 103 4505 Ridgeside Dr DALLAS 75244 V2004 Nathan Adams Elementary School Auditorium 12600 Welch Rd DALLAS 75244 V2005 Marsh Lane Baptist Church Fellowship Hall 10716 Marsh Ln DALLAS 75229 V2006 Harry C Withers Elementary Sch Auditorium 3959 Northaven Rd DALLAS 75229 V2008 John J Pershing Elementary Sch Auditorium, Rm 136 5715 Meaders Ln DALLAS 75229 V2009 L G Cigarroa Elementary School Auditorium 9990 Webb Chapel Rd DALLAS 75220 V2011 Walnut Hill Recreation Center Small Room A 10011 Midway Rd DALLAS 75229 V2013 Lovers Lane UMC Watson Hall 9200 Inwood Rd DALLAS 75220 V2016 Unity Church of Dallas Fellowship Hall 6525 Forest Ln DALLAS 75230 V2018 Northaven United Methodist Ch Atrium; Flex Room (Room 127) 11211 Preston Rd DALLAS 75230 V2019 George B Dealey Montessori Academy Auditorium Foyer 6501 Royal Ln DALLAS 75230 V2020 Arthur Kramer Elementary School Foyer 7131 Midbury Dr DALLAS 75230 V2023 Benjamin Franklin - IEA Auditorium 6920 Meadow Rd DALLAS 75230 V2026 Preston Hollow UMC Parlor 6315 Walnut Hill Ln DALLAS 75230 V2027 Our Redeemer Lutheran Church Parlor Room 7611 Park Ln DALLAS 75225 12/12/202310:59 AM Page 6 of 18 102 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT `N.f ..: i Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccion City Ciudad ZIP Codigo V2029 Westminster Presbyterian Church Parlor 8200 Devonshire Dr DALLAS 75209 V2032 Skillman Southwestern Library Auditorium 5707 Skillman St DALLAS 75206 V2034 Henry W Longfellow - CEA Auditorium 5314 Boaz St DALLAS 75209 V2040 St Andrews Presbyterian Church NANCE HALL 3204 Skillman St DALLAS 75206 V2041 University of Texas - Dallas Visitor Center -Atrium 800 W Campbell Rd RICHARDSON 75080 V2042 Parkhill Junior High School Small Gym 16500 Shadybank Dr DALLAS 75248 V2044 Texas A&M Agri Life Research Room #100 17360 Coit Rd DALLAS 75252 V2047 James Bowie Elementary School Gym 7643 La Manga Dr DALLAS 75248 V2050 Prestonwood Elementary School Cafe/Stage 6525 La Cosa Dr DALLAS 75248 V2051 Spring Creek Elementary School Gym 7667 Roundrock Rd DALLAS 75248 V2052 Fretz Park Library Black Box Theater 6990 Belt Line Rd DALLAS 75254 V2056 King of Glory Lutheran Church EDU WING, RM 115 6411 LBJ Fwy DALLAS 75240 V2059 Audelia Road Branch Library Auditorium 10045 Audelia Rd DALLAS 75238 V2061 Lake Highlands Elementary School Gym 9501 Ferndale Rd DALLAS 75238 V2064 Robert T Hill Middle School Auditorium 505 Easton Rd DALLAS 75218 V2065 Victor Hexter Elementary School Auditorium 9720 Waterview Rd DALLAS 75218 V2067 L L Hotchkiss Elementary School Auditorium Foyer 6929 Town North Dr DALLAS 75231 V2068 Dan D Rogers Elementary School FOYER 5314 Abrams Rd DALLAS 75214 V2069 Ridgewood -Belcher Recreation Center Large Room 6818 Fisher Rd DALLAS 75214 V2071 Lakewood Elementary School Library 3000 Hillbrook St DALLAS 75214 V2072 Northridge Presbyterian Church Quillin Hall 6920 Bob-O-Link Dr DALLAS 75214 V2073 Bath House Cultural Center Lobby N&W Area 521 E Lawther Dr DALLAS 75218 V2077 E D Walker Middle School Auditorium 12532 Nuestra Dr DALLAS 75230 V2079 Anne Frank Elementary School Auditorium 5201 Celestial Rd DALLAS 75254 V2203 John S Armstrong Elem School Small Outside Gym 3600 Cornell Ave DALLAS 75205 V2220 University Park UMC lCaldwell Room 120 14024 Caruth Blvd I DALLAS 75225 V2221 lJohn S Bradfield Elem School Cafetorium (LGL) 4300 Southern Ave DALLAS 175205 12/12/202310:59 AM Page 7 of 18 103 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT `N.f ..: i Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccion City Ciudad ZIP Codigo V2223 University Park Elem School C111 3500 Lovers Ln DALLAS 75225 V2224 Highland Park Middle School Small Gym Foyer 3555 Granada Dr DALLAS 75205 V2225 SMU/Hughes-Triggs Student Center Student Center 3140 Dyer St DALLAS 75205 V2226 Highland Park ISD Admin Bldg Boardroom 7015 Westchester Dr DALLAS 75205 V2300 St Andrews Episcopal Church Hunsaker Parish Hall 2783 Valwood Pkwy FARMERS 75234 V2301 Alfred J Loos Field House Main Entry 3815 Spring Valley Rd ADDISON 75001 V2302 Vivian Field Middle School Gym 13551 Dennis Ln FARMERS 75234 V2305 Farmers Branch Manske Library Community Hub 13613 Webb Chapel Rd FARMERS 75234 V2306 Chapel Hill Preparatory School Auditorium 12701 Templeton Trl DALLAS 75234 V2307 Brookhaven Campus -Dallas College H129 3939 Valley View Ln FARMERS 75244 V2401 Ted Polk Middle School G104 2001 Kelly Blvd CARROLLTON 75006 V2402 McCoy Elementary School Gym 2425 Mccoy Rd CARROLLTON 75006 V2403 Jerry R Junkins Elementary Sch Auditorium 2808 Running Duke Dr CARROLLTON 75006 V2404 Blanton Elementary School Gym Hallway 2525 Scott Mill Rd CARROLLTON 75006 V2406 Keller Springs Baptist Church Community Room 100 3227 Keller Springs Rd CARROLLTON 75006 V2407 Josey Ranch Lake Library Meeting Room 150 1700 Keller Springs Rd CARROLLTON 75006 V2408 Crosby Recreation Center The Pioneer Room 1610 E Crosby Rd CARROLLTON 75006 V2500 Greenwood Hills Elementary Sch Library 1313 W Shore Dr RICHARDSON 75080 V2501 Canyon Creek Elementary School Gym 2100 Copper Ridge Dr RICHARDSON 75080 V2502 Prairie Creek Elementary School Hall C 2120 E Prairie Creek Dr RICHARDSON 75080 V2503 Mohawk Elementary School Cafe 1500 Mimosa Dr RICHARDSON 75080 V2505 Northrich Elementary School Library 1301 Custer Rd RICHARDSON 75080 V2506 Arapaho Classical Magnet School Gym 1300 Cypress Dr RICHARDSON 75080 V2509 Care Church Atrium A3 1504 E Campbell Rd RICHARDSON 75081 V2510 Yale Elementary School Gym 1900 E Collins Blvd RICHARDSON 75081 V2511 Dartmouth Elementary School Art Rm 124/126 1417 Dartmouth Ln RICHARDSON 75081 V2513 Springridge Elementary School Gym 1801 E Spring Valley Rd RICHARDSON 1 75081 12/12/202310:59 AM Page 8 of 18 104 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT `N.f ..: i Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votaci6n Address Direcci6n City Ciudad ZIP Codigo V2514 Jess Harben Elementary School Gym 600 S Glenville Dr RICHARDSON 75081 V2601 Valley Ranch Elementary School Gym 9800 Rodeo Dr IRVING 75063 V2602 Cimarron Recreation Center Large Activity Room 201 Red RiverTrl IRVING 75063 V2603 Freeman Elementary School Gym 8757 Valley Ranch Pkwy W IRVING 75063 V2604 Valley Ranch Library Meeting Room 401 Cimarron Trl IRVING 75063 V2700 Big Springs Elementary School Gym 3301 W Campbell Rd GARLAND 75044 V2701 Springpark Sports Club 1ST FLOOR BALLROOM 3330 Springpark Way GARLAND 75044 V2702 Spring Creek Elementary School Gym 1510 Spring Creek Dr GARLAND 75040 V2704 North Garland Branch Library Program Room 3845 N Garland Ave GARLAND 75040 V2705 Hickman Elementary School Gym 3114 Pinewood Dr GARLAND 75044 V2706 Wallace Ethridge Elementary Sch Gym 2301 Sam Houston Dr GARLAND 75044 V2710 Lister Elementary School Cafeteria 3131 Mars Dr GARLAND 75040 V2712 Northlake Elementary School-GISD Gym 1626 Bosque Dr GARLAND 75040 V2713 Club Hill Elementary School Gym 1330 Colonel Dr GARLAND 75043 V2714 Lyles Middle School Competition Gym 4655 S Country Club Rd GARLAND 75043 V2715 Northside Baptist Church Fellowship Hall 2510 N Glenbrook Dr GARLAND 75040 V2802 Wilson Elementary School Gym 200 S Coppell Rd COPPELL 75019 V2803 Mockingbird Elementary School-CISD Gym 300 Mockingbird Ln COPPELL 75019 V2805 Coppell Town Center Atrium 255 E Parkway Blvd COPPELL 75019 V2807 Lakeside Elementary School Gym 1100 Village Pkwy COPPELL 75019 V2808 Cottonwood Creek Elem School Gym 615 Minyard Dr COPPELL 75019 V2809 Riverchase Elementary School Gym 272 S Macarthur Blvd COPPELL 75019 V2921 Back Elementary School Gym 7300 Bluebonnet Dr ROWLETT 75089 V2922 Liberty Grove Elementary School Computer Lab 401 10201 Liberty Grove Rd ROWLETT 75089 V2925 Rowlett Elementary School Gym 3315 Carla Dr ROWLETT 75088 V2926 Herfurth Elementary School IGym 7500 Miller Rd ROWLETT 75088 V2927 Schrade Middle School Comp 16201 Danridge Rd ROWLETT 1 75089 12/12/202310:59 AM Page 9 of 18 105 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT = Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccidn City Ciudad ZIP Codigo V2941 Sachse City Hall Courtroom 3815-13 Sachse Rd SACHSE 75048 V2942 B G Hudson Middle School Practice Gym 4405 Hudson Dr SACHSE 75048 V3000 William B Travis Vanguard Acad Auditorium 3001 Mckinney Ave DALLAS 75204 V3003 T W Browne Middle School Auditorium 3333 Sprague Dr DALLAS 75233 V3004 Daniel Webster Elementary School Auditorium 3815 S Franklin St DALLAS 75233 V3007 El Centro Campus -Dallas College Elb-Student Center Main Area 801 Main St DALLAS 75202 V3008 George L Allen Sr Court Building Main Lobby 600 Commerce St DALLAS 75202 V3009 Exall Park Recreation Center Large Room 1355 Adair St DALLAS 75204 V3012 Life in Deep Ellum Community Ctr Prayer & Practice Center 2803 Taylor St DALLAS 75226 V3016 Bill J Priest Ctr-Dallas College Room #1530 1402 Corinth St DALLAS 75215 V3017 Dr MLK Jr Arts Academy Main Lobby 1817 Warren Ave DALLAS 75215 V3022 Irma Rangel Women's School Auditorium 1718 Robert B Cullum Blvd DALLAS 75210 V3025 Mt Horeb Missionary Baptist Chur Fellowship Hall 3306 Carpenter Ave DALLAS 75215 V3026 St Paul Baptist Church Fellowship Hall 1600 Pear St DALLAS 75215 V3027 Lincoln High School - CHM Auditorium 2826 Elsie Faye Heggins St DALLAS 75215 V3029 Evangelist Temple Church Church 2627 Dorris St DALLAS 75215 V3032 Hector P Garcia Middle Sch Art Room A 700 E 8th St DALLAS 75203 V3034 Greater Mt Pleasant Baptist Chur Conference Room 1403 Morrell Ave DALLAS 75203 V3035 F D Roosevelt HS of Innovation Library 525 Bonnie View Rd DALLAS 75203 V3038 The Way -Truth -Life Christian Ch Fellowship Hall Parlor 1702 S Denley Dr DALLAS 75216 V3040 Good Street Baptist Church Nathaniel Spigner Wing 3110 Bonnie View Rd DALLAS 75216 V3042 John Neely Bryan Elem School Auditorium 2001 Deer Path Dr DALLAS 75216 V3043 Paul L Dunbar Library Auditorium 2008 E Kiest Blvd DALLAS 75216 V3045 Gethsemane Missionary Baptist Ch Fellowship Hall 4600 Solar Ln DALLAS 75216 V3046 John W Carpenter Elem School Auditorium 2121 Tosca Ln DALLAS 75224 V3047 CFNI Student Center I Main Lobby 1444 Fawn Ridge Dr DALLAS 75224 V3048 ISouth Oak Cliff High School Auditorium 3601 S Marsalis Ave I DALLAS 75216 12/12/202310:59 AM Page 10 of 18 106 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT = Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votaci6n Address Direcci6n City Ciudad ZIP Codigo V3049 Clara Oliver Elementary School Auditorium 4010 Idaho Ave DALLAS 75216 V3050 H I Holland Elem School @ Lisbon Main Entrance Foyer 4203 S Lancaster Rd DALLAS 75216 V3051 Fountain of Living Word Church Sanctuary Entrance 2543 E Ledbetter Dr DALLAS 75216 V3052 Elisha M Pease Elementary School Auditorium 2914 Cummings St DALLAS 75216 V3054 Jdg Louis A Bedford, Jr Law Academy Auditorium Foyer 1303 Reynoldston Ln DALLAS 75232 V3055 Adelle Turner Elementary School Gym 5505 S Polk St DALLAS 75232 V3056 Mark Twain Leadership Vanguard Auditorium 724 Green Cove Ln DALLAS 75232 V3057 T G Terry Elementary School Class Rm 115 6661 Greenspan Ave DALLAS 75232 V3058 St Paul Lutheran Church Chi Rho House 5725 S Marsalis Ave DALLAS 75241 V3059 Ideal Family Church Main Gym 1000 E Redbird Ln DALLAS 75241 V3060 Otto M Fridia Elementary School Auditorium 6011 Old Ox Rd DALLAS 75241 V3061 Barack Obama Male Leadership Acad Foyer 3030 Stag Rd DALLAS 75241 V3062 J N Ervin Elementary School Auditorium Foyer 3722 Black Oak Dr DALLAS 75241 V3063 Ronald E McNair Elementary Sch Main Lobby 3150 Bainbridge Ave DALLAS 75237 V3064 Friendship West Baptist Church Banquet Hall Foyer 2020 W Wheatland Rd DALLAS 75232 V3065 Umphrey Lee Elementary School Auditorium 7808 Racine Dr DALLAS 75232 V3066 Martin Weiss Elementary School Large Room 8601 Willoughby Blvd DALLAS 75232 V3068 Singing Hills Recreation Center Tech Room 6805 Patrol Way DALLAS 75241 V3069 Cornerstone Community Church Bldg B, Room 1 2817 Cherry Valley Blvd DALLAS 75241 V3070 Tommie Allen Recreation Center Multipurpose Room 7071 Bonnie View Rd DALLAS 75241 V3071 Highland Hills UMC Fellowship Hall 3800 Simpson Stuart Rd DALLAS 75241 V3072 Cedar Valley Campus -Dallas College Rm M105 3030 N Dallas Ave LANCASTER 75134 V3073 Highland Hills Library Auditorium 6200 Bonnie View Rd DALLAS 75241 V3075 Wilmer -Hutchins High School AUDITORIUM FOYER 5520 Langdon Rd DALLAS 75241 V3078 Park in the Woods Recreation Ctr Gym 6801 Mountain Creek Pkwy DALLAS 75249 V3080 Kleberg-Rylie Recreation Center Ismall Room 11515 Edd Rd DALLAS 75253 V3081 Booker T Washington High School Montgomery Arts Theater Foyer 2501 Flora St DALLAS 75201 12/12/202310:59 AM Page 11 of 18 107 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT = Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccion City Ciudad ZIP Codigo V3082 W A Blair Elementary School Library 7720 Gayglen Dr DALLAS 75217 V3083 Ebby Halliday Elementary School Multipurpose Room 141 10210 Teagarden Rd DALLAS 75217 V3090 J Erik Jonsson Central Library Dallas East Room 1515 Young St DALLAS 75201 V3092 Thurgood Marshall Recreation Ctr Large Room 5150 Mark Trail Way DALLAS 75232 V3097 University of North Texas -Dallas Founders Hall 116 7300 University Hills Blvd DALLAS 75216 V3100 A E Sims Cedar Hill Rec Center Lobby 310 E Parkerville Rd CEDAR HILL 75104 V3102 Kim Lewis Auxiliary Services Ctr Training Room, Enter Door #1 202 E Beltline Rd CEDAR HILL 75104 V3103 Bessie Coleman Middle School Library, Enter Door #2 1208 E Pleasant Run Rd CEDAR HILL 75104 V3104 Maddox Teaching & Learning Center Gym, Enter Door #3 1533 High Pointe Ln CEDAR HILL 75104 V3106 Plummer Elementary School Gym, Enter Door #4 1203 S Clark Rd CEDAR HILL 75104 V3107 Highlands Elementary School Gym, Enter Door #4 131 Sims Dr CEDAR HILL 75104 V3108 Bray Elementary School Gymnasium, Enter Door #18 218 N Broad St CEDAR HILL 75104 V3109 Lake Ridge Elementary School Gym, Enter Door #8 1020 Lake Ridge Pkwy CEDAR HILL 75104 V3200 H Bob Daniel SR Intermediate Sch Band 102 1007 Springwood Dr DUNCANVILLE 75137 V3201 Alexander Elementary School Music Room 510 Softwood Dr DUNCANVILLE 75137 V3202 Duncanville Library Meeting Rms 1-3 201 James Collins Blvd DUNCANVILLE 75116 V3203 Duncanville's First Baptist Chur Sanctuary Foyer 323 W Wheatland Rd DUNCANVILLE 75116 V3204 Reed Middle School AUDITORIUM 530 E Freeman St DUNCANVILLE 75116 V3205 Brandenburg Intermediate School Band 1903 Blueridge Dr DUNCANVILLE 75116 V3206 Byrd Middle School Gym B 1040 W Wheatland Rd DUNCANVILLE 75116 V3207 Arise Church Legacy Hall 201 W Center St DUNCANVILLE 75116 V3208 Central Elementary School-DUISD Auditorium 302 E Freeman St DUNCANVILLE 75116 V3209 Duncanville High School Performance Hall Foyer 900 W Camp Wisdom Rd DUNCANVILLE 75116 V3211 Fairmeadows Elementary School Gym 101 E Fairmeadows Dr DUNCANVILLE 75116 V3300 Porter Elementary School Cafeteria 517 Via Avenida MESQUITE 75150 V3301 Dunford Recreation Center lGalloway 11015 Green Canyon Dr IMESQUITE 75150 V3302 IGeorgia Kimball Elementary Sch lGym 14010 Coryell Way IMESQUITE 75150 12/12/202310:59 AM Page 12 of 18 108 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT = Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccion City Ciudad ZIP Codigo V3303 DrJC Cannady Elementary School Gym 2701 Chisolm Trl MESQUITE 75150 V3304 Poteet High School ADMIN CONFERENCE ROOM 3300 Poteet Dr MESQUITE 75150 V3307 W L Wilkinson Middle School 300 Front Foyer 2100 Crest Park Dr MESQUITE 75149 V3308 Mesquite Convention Center Riata 1700 Rodeo Dr MESQUITE 75149 V3309 Lakeside Activity Center Large Room 101 Holley Park Dr MESQUITE 75149 V3310 Mesquite High School Back Delivery Hallway 300 E Davis St MESQUITE 75149 V3312 Pirrung Elementary School Gym 1500 Creek Valley Rd MESQUITE 75181 V3313 J R Thompson Elementary School Gym 2525 Helen Ln MESQUITE 75181 V3314 A C New Middle School Front Entry Hallway 3700 S Belt Line Rd BALCH SPRINGS 75181 V3315 Tisinger Elementary School Front Foyer 1701 Hillcrest St MESQUITE 75149 V3316 Rutherford Recreation Center Room #100 900 Rutherford Dr MESQUITE 75149 V3317 Horn High School Senior Section 3300 E Cartwright Rd MESQUITE 75181 V3400 Balch Springs Civic Center Big Room Area 12400 Elam Rd BALCH SPRINGS 75180 V3403 Floyd Elementary School Gym 3025 Hickory Tree Rd MESQUITE 75180 V3405 Hodges Elem Sch Gym 14401 Spring Oaks Dr BALCH SPRINGS 75180 V3408 Balch Springs Recreation Center Meeting Room 4372 Shepherd Ln BALCH SPRINGS 75180 V3500 Sunnyvale Town Hall Council Chambers 127 N Collins Rd SUNNYVALE 75182 V3601 Faith Bible Church Auditorium 1437 W Pleasant Run Rd DESOTO 75115 V3604 Ruby Young Elementary School Gym 707 Young Blvd DESOTO 75115 V3605 Disciple Central Comm Church DC3 - Youth Room 901 N Polk St DESOTO 75115 V3606 The Meadows Elementary School Gym 1016 The Meadows Pkwy DESOTO 75115 V3607 Cockrell Hill Elementary School Gym 425 S Cockrell Hill Rd DESOTO 75115 V3609 Desoto High School Gym 2 600 Eagle Dr DESOTO 75115 V3611 Desoto East Middle School Cafeteria 601 E Belt Line Rd DESOTO 75115 V3700 Couch Elementary School Gym 4349 Waterhouse Blvd GARLAND 75043 V3702 Toler Elementary School Gym 13520 Guthrie Rd GARLAND 75043 V3800 lHouston Elementary School-LISD Library 12929 Marquis Ln ILANCASTER 75134 12/12/202310:59 AM Page 13 of 18 109 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT = Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccion City Ciudad ZIP Codigo V3802 Pleasant Run Elementary School Library 427 W Pleasant Run Rd LANCASTER 75146 V3803 Rolling Hills Elementary School Library 450 Rolling Hills PI LANCASTER 75146 V3805 Rosa Parks Millbrook Elem School Gym 630 Millbrook Dr LANCASTER 75146 V3807 Elsie Robertson Middle School Library 822 W Pleasant Run Rd LANCASTER 75146 V3808 West Main Elementary School Library 531 W Main St LANCASTER 75146 V3809 Lancaster Veterans Memorial Library Meeting Room 1600 Veterans Memorial LANCASTER 75134 V3900 McGowan Middle School Cafeteria 1500 Majestic Meadow Dr GLENN HEIGHTS 75154 V3921 Seagoville City Hall Front Foyer 702 N Hwy 175 SEAGOVILLE 75159 V3940 Wilmer Community Center Main Room 101 Davidson Plz WILMER 75172 V3951 Hutchins City Hall Council Chambers 321 N Main St HUTCHINS 75141 V4002 F P Caillet Elem School Auditorium 3033 Merrell Rd DALLAS 75229 V4004 Marcus Recreation Center Large Room 3003 Northaven Rd DALLAS 75229 V4006 Degolyer Elementary School Auditorium 3453 Flair Dr DALLAS 75229 V4010 Stephen Foster Elementary School Auditorium 3700 Clover Ln DALLAS 75220 V4014 Sudie L Williams TAG Academy Auditorium 4518 Pomona Rd DALLAS 75209 V4015 North Park Community Corp Main Entrance 4619 W University Blvd DALLAS 75209 V4016 K B Polk Vanguard Center ATG Auditorium 6911 Victoria Ave DALLAS 75209 V4018 Maple Lawn Elementary School Cafeteria 3120 Inwood Rd DALLAS 75235 V4019 Arlington Park Recreation Center Gym 1505 Record Crossing Rd DALLAS 75235 V4022 Esperanza Medrano Elementary Sch Front Entry Foyer 2221 Lucas Dr DALLAS 75219 V4028 Victory Cathedral MAIN FOYER 3407 N Westmoreland Rd DALLAS 75212 V4029 West Dallas Center -Dallas College Main Lobby 3330 N Hampton Rd DALLAS 75212 V4031 C F Carr Elementary School Auditorium 1952 Bayside St DALLAS 75212 V4032 Reverchon Recreation Center Game Room 3505 Maple Ave DALLAS 75219 V4035 Margaret B Henderson Elem School Gym 2200 S Edgefield Ave DALLAS 75224 V4038 Harrell Budd Elementary School Gym 12121 S Marsalis Ave DALLAS 75216 V4039 JBexar Street Baptist Church Fellowship Hall 12018 S Marsalis Ave DALLAS 75216 12/12/202310:59 AM Page 14 of 18 110 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT `N.f ..: i Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votaci6n Address Direccidn City Ciudad ZIP Codigo V4043 The Union Church Educational Wing 8 & 10 3410 S Polk St DALLAS 75224 V4046 Clinton P Russell Elementary Sch Auditorium 3031 S Beckley Ave DALLAS 75224 V4050 Mountain Creek Library Auditorium 6102 Mountain Creek Pkwy DALLAS 75249 V4052 Bilhartz Elementary School Gym 6700 Wandt Dr DALLAS 75236 V4055 Leslie Stemmons Elementary Sch Auditorium 2727 Knoxville St DALLAS 75211 V4056 Palabra De Vida Church MULTI -PURPOSE BLDG 2550 W Illinois Ave DALLAS 75233 V4057 Kiest Recreation Center Small Rm 3081 S Hampton Rd DALLAS 75224 V4060 Nancy Jane Cochran Elem Sch Rm 128 6000 Keeneland Pkwy DALLAS 75211 V4061 L O Donald Elementary School Auditorium 1218 Phinney Ave DALLAS 75211 V4062 Leila P Cowart Elementary School Auditorium 1515 S Ravinia Dr DALLAS 75211 V4063 Elmwood -El Buen Samaritano UMC Fellowship Hall; Rm 13 1315 Berkley Ave DALLAS 75224 V4064 Martin Weiss Recreation Center Large Room 1111 Martindell Ave DALLAS 75211 V4065 Arcadia Park Elementary School Main Bldg Entry Hall 1300 N Justin Ave DALLAS 75211 V4066 Anson Jones Elementary School Auditorium 3901 Meredith Ave DALLAS 75211 V4068 Lida Hooe Elementary School Main Lobby 2419 Gladstone Dr DALLAS 75211 V4069 Winnetka Elementary School Gym 1151 S Edgefield Ave DALLAS 75208 V4070 John Peeler Elementary School Library 810 S Llewellyn Ave DALLAS 75208 V4071 Oak Cliff Government Center Main Lobby 702 E Jefferson Blvd DALLAS 75203 V4073 Preparing the Way Ministries Situation Room 2442 W Jefferson Blvd DALLAS 75211 V4074 Sunset High School - Annex Bldg ROOM 410/411 2021 W Tenth St DALLAS 75208 V4076 Stevens Park Elem School Auditorium Foyer 2615 W Colorado Blvd DALLAS 75211 V0012 Rosemont Elementary School - Lower Auditorium 1919 Stevens Forest Dr DALLAS 75208 V4078 Kidd Springs Recreation Center Large Room 711 W Canty St DALLAS 75208 V4079 Kessler Park United Methodist Chur Sanctuary 1215 Turner Ave DALLAS 75208 V4081 Eladio Martinez Learning Center Library Hallway 4500 Bernal Dr DALLAS 75212 V4082 Jaycee Zaragoza Recreation Center Area in Lobby/Hallway 3114 Clymer St DALLAS 75212 V4083 J Moroles Expressive Arts Vanguard Auditorium Foyer 1400 Walmsley Ave DALLAS I 75208 12/12/202310:59 AM Page 15 of 18 111 1 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT f '\' Attachment C -Election Day Vote Center Locations 2024 Joint Election May 4, 2024 VC# Location Edificio Voting Area Lugar De Votaci6n Address Direcci6n City Ciudad ZIP Codigo V4085 Anita Martinez Recreation Center Large Room 3212 N Winnetka Ave DALLAS 75212 V4086 Grauwyler Park Recreation Center Room A 7780 Harry Hines Blvd DALLAS 75235 V4087 113achman Recreation Center Assembly Room 2750 Bachman Dr DALLAS 75220 V4094 Park Forest Branch Library Auditorium 3421 Forest Ln DALLAS 75234 V4097 David G Burnet Elem School Auditorium 3200 Kinkaid Dr DALLAS 75220 V4110 Boucle Storey Middle School Main Lobby 3000 Maryland Ave DALLAS 75216 V4113 Mountain View Campus -Dallas College E. Bldg., East Foyer 4849 W Illinois Ave DALLAS 75211 V4300 Cockrell Hill City Hall Council Chambers 4125 W Clarendon Dr COCKRELL HILL 75211 V4501 Suzanna Dickinson Elem School Music Room, D113 1902 Palmer Trl GRAND PRAIRIE 75052 V4502 Betty Warmack Library Empower Room 760 Bardin Rd GRAND PRAIRIE 75052 V4507 Daniels Elementary Academy Front Foyer 801 Sw 19th St GRAND PRAIRIE 75051 V4508 Ellen Ochoa Stem Acad Milam Elem Project Room 2030 Proctor Dr GRAND PRAIRIE 75051 V4509 Young Women's Ldrshp Acad-Arnold Auxiliary Gym 1204 E Marshall Dr GRAND PRAIRIE 75051 V4511 Bowie Fine Arts GYM 425 Alice Dr GRAND PRAIRIE 75051 V4512 Charley Taylor Recreation Center Gym 601 E Grand Prairie Rd GRAND PRAIRIE 75051 V4513 Grand Prairie Collegiate Institute Staff Development Side 1502 College St GRAND PRAIRIE 75050 V4514 Crosswinds High School Room 104 1100 N Carrier Pkwy GRAND PRAIRIE 75050 V4515 William B Travis World Lang Academy Gym 525 Ne 15th St GRAND PRAIRIE 75050 V4517 Eisenhower Elementary School Music Room 2102 N Carrier Pkwy GRAND PRAIRIE 75050 V4519 Ronald Reagan Middle School Main Gym 4616 Bardin Rd GRAND PRAIRIE 75052 V4520 Sam Rayburn Elementary School Gym 2800 Reforma Dr GRAND PRAIRIE 75052 V4521 Lorenzo De Zavala Academy Parent/Community Room 3410 Kirby Creek Dr GRAND PRAIRIE 75052 V4522 Truman Middle School LIBRARY, A126 1501 Coffeyville Trl GRAND PRAIRIE 75052 V4525 L B Johnson Daep Main Entrance 650 Stonewall Dr GRAND PRAIRIE 75052 V4527 Hector P Garcia Elementary Sch GYM 2444 Graham St GRAND PRAIRIE 75050 V4528 Our Redeemer Lutheran Church -GP Fellowship Hall 4729 S Carrier Pkwy GRAND PRAIRIE 75052 V4538 Global Leadership Academy Gym 511 E Springdale Ln GRAND PRAIRIE 75052 12/12/202310:59 AM Page 16 of 18 112 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT = Attachment C - Election Day Vote Center Locations 2024 Joint Election 4 May 4, 2024 VC# Location Edificio Voting Area Lugar De Votacion Address Direccidn City Ciudad ZIP Codigo V4601 Sally B Elliot Elementary School Small Gym 1900 S Story Rd IRVING 75060 V4602 Nimitz High School AUDITORIUM FOYER 100 W Oakdale Rd IRVING 75060 V4605 Otis Brown Elementary School Small Gym 2501 W Tenth St IRVING 75060 V4606 Lamar Middle School AUXILIARY GYM 219 Crandall Rd IRVING 75060 V4607 Irving City Hall Main Lobby 825 W Irving Blvd IRVING 75060 V4608 J O Davis Elementary School Classroom 108 & 109 310 DAVIS DR IRVING 75061 V4610 L B Barton Elementary School Small Gym 2931 Conflans Rd IRVING 75061 V4613 Irving High School Gym Foyer 900 N O'Connor Rd IRVING 75061 V4616 John R Good Elementary School Library 1200 E Union Bower Rd IRVING 75061 V4618 David Crockett Middle School Front Foyer 2431 Hancock St IRVING 75061 V4619 Lively Elementary School Front Office, Corner Hallway 1800 Plymouth Dr W IRVING 75061 V4620 Oak Haven United Methodist Church Fellowship Hall 1600 N Irving Heights Dr IRVING 75061 V4621 Thomas Haley Elementary School Small Gym 3601 Cheyenne St IRVING 75062 V4622 W T Hanes Elementary School Small Gym 2730 Cheyenne St IRVING 75062 V4623 A S Johnston Elementary School Small Gym 2801 Rutgers Dr IRVING 75062 V4624 Brandenburg Elementary School Small Gym 2800 Hillcrest Dr IRVING 75062 V4626 Macarthur High School Gym Foyer 3700 N MacArthur Blvd IRVING 75062 V4627 Irving Fire Station #8 Front Bay 650 Las Colinas Blvd E IRVING 75039 V4629 Bear Creek Community Church Lobby Breezeway 2700 Finley Rd IRVING 75062 V4630 T J Lee Elementary School Small Gym 1600 Carlisle St IRVING 75062 V4631 Travis Middle School AUXILLARY GYM 1600 Finley Rd IRVING 75062 V4633 North Lake Campus -Dallas College L137 A/B 5001 N Macarthur Blvd IRVING 75038 V4634 Jack E Singley Academy AUDITORIUM FOYER 4601 N MacArthur Blvd IRVING 75038 V4640 Houston Middle School Auxiliary Gym 3033 W Country Club Rd IRVING 75038 V4642 Irving Arts Center Lab Room 1 3333 N Macarthur Blvd IRVING 75062 V4645 Las Colinas Elementary School jGym 12200 Kinwest Pkwy 1IRVING 75063 V4646 lCardwell Career Preparatory Ctr I Library 1 101 E Union Bower Rd 1IRVING 75061 12/12/202310:59 AM Page 17 of 18 113 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT `N.f ..: i Attachment C - Election Day Vote Center Locations 4 2024 Joint Election May 4, 2024 VC# Location Voting Area Address City ZIP Edificio Lugar De Votacion Direccidn Ciudad Codigo V4647 Mustang Park Recreation Center Teen Lounge 2223 Kinwest Pkwy IRVING 75063 V4652 Britain Elementary School Small Gym 631 Edmondson Dr IRVING 75060 V4654 Irving Fire Station #2 FRONT BAY 1306 N Story Rd IRVING 75061 Location Type Election Day Count 464 Total 464 12/12/202310:59 AM Page 18 of 18 114 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Attachment D 2023-2025 Deputy Early Voting Clerks Comm. Presiding Poll Vote Center Name District Party Code F) D E0022 Vietnamese Community Center D E0024 North Garland Branch Library D E1052 Lochwood Branch Library D E1088 Skyline Branch Library D E1096 Pleasant Grove Ctr-Dallas College D E1116 Harry Stone Recreation Center D E1301 Florence Recreation Center D E1303 Eastfield Campus -Dallas College D E1708 Garland Center -Dallas College D E1723 South Garland Branch Library D E2060 Audelia Road Branch Library D E3400 Balch Springs Civic Center D E0008 First Baptist Richardson D E0021 Islamic Association of North Texas D E0036 Addison Conference Centre D E1022 Oak Lawn Branch Library D E1029 Richland Campus -Dallas College D E1074 Samuell Grand Recreation Center D E2005 Marsh Lane Baptist Church D E2027 Our Redeemer Lutheran Church D E2052 Fretz Park Library D E2220 University Park UMC D E2305 Farmers Branch Manske Library Brookhaven Campus -Dallas D E2307 College Vote Center Address 3221 Belt Line Rd, Garland, TX 75044 3845 N Garland Ave, Garland, TX 75040 11221 Lochwood Blvd, Dallas, TX 75218 6006 Everglade Rd, Dallas, TX 75227 802 S Buckner Blvd, Dallas, TX 75217 2403 Millmar Dr, Dallas, TX 75228 2501 Whitson Way, Mesquite, TX 75150 3737 Motley Dr, Mesquite, TX 75150 675 W Walnut St, Garland, TX 75040 4845 Broadway Blvd, Garland, TX 75043 10045 Audelia Rd, Dallas, TX 75238 12400 Elam Rd, Balch Springs, TX 75180 1001 N Central Expy, Richardson, TX 75080 840 Abrams Rd, Richardson, TX 75081 15650 Addison Rd, Addison, TX 75001 4100 Cedar Springs Rd, Dallas, TX 75219 12800 Abrams Rd, Dallas, TX 75243 6200 E Grand Ave, Dallas, TX 75223 10716 Marsh Ln, Dallas, TX 75229 7611 Park Ln, Dallas, TX 75225 6990 Belt Line Rd, Dallas, TX 75254 4024 Caruth Blvd, Dallas, TX 75225 13613 Webb Chapel Rd, Farmers Branch, TX 75234 3939 Valley View Ln, Farmers Branch, TX 75244 Presiding Election Officer Danny Nguyen Vacant George Siggers Tracy Dotie Hill Bobbye Ross Weldon Day Charles Mullens Lisa Theriot Janet Harris Juanita Pollard Sandra Biggs Jaquline Fain Cynthia Saxiones Garza Jamecia Johnson Kim Woodward David Fisher Greg Byrne Lota Dunham Betty Rowe Willims Michele Valentino Victor Davis Joseph Sperandeo Paul Saldana Patricia Munoz Alternate Election Officer Tanya Pipken Patrick Gibbons Corrine Hardin Mark Hurst Shelimetra Davis Bonnie Watt Molly Bishop Erma Rincones Pete Almanza Matthew Fontaine Randy Mitchell Deborah Hensley Gaines Kerry Solomon Kimuyu Veranina Gadjewsky Debbie Spritzer Julianna Martinez Nancy Anderton David Wallace Rowell Lubbers William Thoreson Betty Jean O'Neill Patrick Haggerty Bruce Bradley 115 Attachment B — Presiding and Alternate Election Officer Appointments 2023-2025 0211312 224 Item D. Comm. Presiding Poll District Party Code D E2407 D E2604 D E2805 D E0001 D E0012 D E0023 D E2924 D E2941 D E3007 D E3008 D E3043 D E3064 3 D E3072 3 D E3073 3 D E3106 3 D E3202 3 D E3309 3 D E3500 3 D E3605 3 D E3809 3 I D E3921 3 D E3940 3 I D E3950 4 D E0004 ■ 4 D E0025 4 D E4029 4 D E4050 DALLAS COUNTY ELECTIONS DEPARTMENT Vote Center Name Josey Ranch Lake Library Valley Ranch Library Coppell Town Center MLK Jr Recreation Center Glenn Heights Family Center For Oak Cliff Rowlett City Hall - Annex Sachse City Hall El Centro Campus -Dallas College George L Allen Sr Court Building Paul L Dunbar Library Friendship West Baptist Church Cedar Valley Campus -Dallas College Highland Hills Library A E Sims Cedar Hill Rec Center Duncanville Library Lakeside Activity Center Sunnyvale Town Hall Disciple Central Comm Church Lancaster Veterans Memorial Library Seagoville City Hall Wilmer Community Center Hutchins City Hall Elections Training / Warehouse Kiest Recreation Center West Dallas Center -Dallas College Mountain Creek Library Vote Center Address 1700 Keller Springs Rd, Carrollton, TX 75006 401 Cimarron Trl, Irving, TX 75063 255 E Parkway Blvd, Coppell, TX 75019 2901 Pennsylvania Ave, Dallas, TX 75215 1932 S Hampton Rd, Glenn Heights, TX 75154 907 E Ledbetter Dr, Dallas, TX 75216 4004 Main St, Rowlett, TX 75088 3815-B Sachse Rd, Sachse, TX 75048 801 Main St, Dallas, TX 75202 600 Commerce St, Dallas, TX 75202 2008 E Kiest Blvd, Dallas, TX 75216 2020 W Wheatland Rd, Dallas, TX 75232 3030 N Dallas Ave, Lancaster, TX 75134 6200 Bonnie View Rd, Dallas, TX 75241 310 E Parkerville Rd, Cedar Hill, TX 75104 201 James Collins Blvd, Duncanville, TX 75116 101 Holley Park Dr, Mesquite, TX 75149 127 N Collins Rd, Sunnyvale, TX 75182 901 N Polk St, Desoto, TX 75115 1600 Veterans Memorial Pkwy, Lancaster, TX 75134 702 N Hwy 175, Seagoville, TX 75159 101 Davidson Plz, Wilmer, TX 75172 321 N Main Street, Hutchins, TX 75141 1460 Round Table Dr, Dallas, TX 75247 3081 S Hampton Rd, Dallas, TX 75224 3330 N Hampton Rd, Dallas, TX 75212 6102 Mountain Creek Pkwy, Dallas, TX 75249 Presiding Election Officer Terry Barker Juzar Hasta Nancy Wang Gerri Williams Wanda Davis Myrtle Brown Maggie Ensley Sandra Richardson Cheri Ball-Meza Nicole Sims Montgomery Yvonne Williams Diana Jackson Frankie Walker Derrick Talton Connie Cook Barbara Lewis Zina West -Lewis Sharon Barnes Patricia Carr Carla Reynolds -Grogan Kimberly Walker Roszetta Howell Lantrese Williams Valerie Hutchins Vacant Vacant Diana Farrell Alternate Election Officer Lila Farmer Roy Getting Kathleen Hodges Shelley Evans Cassandra McCray Sean O'Leary Maria Marcon Robert Salmon Jan Norris Bill Haugen Madeline Dvorocsik Bruce Ray Beal John Knoll Jana Connor Danee Roedl Daniel Escamilla Russ Johnson Dennis Cagle Sylvia Bracks Kelli Green Dan Kraemer Vacant Thomas Turner Carolyn Pittman Marilyn Taylor Deborah Aguilar Clarissa Lindsey F 16 Attachment B — Presiding and Alternate Election Officer Appointments 2023-2025 0211312 224 Item D. v� ,,IS OEP.IRT'i a 9 C1gS COL �. Comm. Presiding Poll District Party Code DALLAS COUNTY ELECTIONS DEPARTMENT Vote Center Name Vote Center Address Presiding Election Officer Alternate Election Officer 4 D E4064 Martin Weiss Recreation Center 1111 Martindell Ave, Dallas, TX 75211 Perla Loza Robert Braun 4 D E4071 Oak Cliff Government Center 702 E Jefferson Blvd, Dallas, TX 75203 Diana Broadus Glen Barry 4 D E4081 Jaycee Zaragoza Recreation Center 3114 Clymer Street, Dallas, TX 75212 Vivian Dudley Luis Zuniga 4 D E4086 Grauwyler Park Recreation Center 7780 Harry Hines Blvd, Dallas, TX 75235 Mark W Baker Sally Chavira 4 D E4113 Mountain View Campus -Dallas 4849 W Illinois Ave, Dallas, TX 75211 Sylvia Shuffield Don Weeks College 4 D E4502 Betty Warmack Library 760 Bardin Rd, Grand Prairie, TX 75052 Lydia Alcalan Richard Smith 4 D E4514 The Summit 2975 Esplanade Dr, Grand Prairie, TX 75052 Vacant Charles Moncrief 4 D E4516 Crosswinds High School 1100 N Carrier Pkwy, Grand Prairie, TX 75050 Archie Stephenson Theresa Hayes Ouur Redeemer Lutheran Church- 4 D E4528 4729 S Carrier Pkwy, Grand Prairie, TX 75052 Evelyn Gray Selena Wofford 4 D E4607 Irving City Hall 825 W Irving Blvd, Irving, TX 75060 Magdalena Martins Debbie Arnett 4 D E4629 Bear Creek Community Church 2700 Finley Rd, Irving, TX 75062 Elizabeth Hameline Kevin Reno 4 D E4633 North Lake Campus -Dallas College 5001 N Macarthur Blvd, Irving, TX 75038 Martin Saenz Prio Berger 4 D E4642 Irving Arts Center 3333 N Macarthur Blvd, Irving, TX 75062 Dorothy Chambers Thomas Parsoneault 117 Attachment B — Presiding and Alternate Election Officer Appointments 2023-2025 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Attachment E 2023-2025 Presiding Election Judge and Alternate Election Judge Appointments Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 1 D V0014 Vietnamese Community Center 3221 Belt Line Rd, Garland, TX 75044 Danny Nguyen Stanley E Grant 1 D V0032 Larry G Smith Elementary School 5299 Gus Thomasson Rd, Mesquite, TX 75150 Wana Alwalee Samara Lowe 1 R V0052 Abbett Elementary School 730 W Muirfiield Rd, Garland, TX 75044 Jack Bryan Mcnabb Juan Tomas Ramirez 1 D V1004 Forest Meadow Junior High School 9373 Whitehurst Dr, Dallas, TX 75243 Bryon Hannah Jennifer Duval 1 R V1006 Moss Haven Elementary School 9202 Moss Farm Ln, Dallas, TX 75243 Deborah Brown Vacant 1 D V1040 Thurgood Marshall Elementary School 9666 Ferris Branch Blvd, Dallas, TX 75243 Ann Meripolski Chris B Carter 1 R V1043 Skyview Elementary School 9229 Meadowknoll Dr, Dallas, TX 75243 Karen Kramer Stuart Karen Alexander Simmons 1 D V1045 PLA @ Highland Meadows 8939 Whitewing Ln, Dallas, TX 75238 Linda Francis Cross Jamie Christina Pierce 1 D V1047 Martha T Reilly Elementary Sch 11230 Lippitt Ave, Dallas, TX 75218 Keith Buresh Corrine Catherine Hardin 1 D V1049 Merriman Park Elementary School 7101 Winedale Dr, Dallas, TX 75231 Michele Stephens Shelby James 1 D V1052 Lochwood Branch Library 11221 Lochwood Blvd, Dallas, TX 75218 Timothy Sexton Celia Diane Carter Bryant 1 D V1054 Casa View Elementary School 2100 N Farola Dr, Dallas, TX 75228 Anne Katherine Shuttee Edward Retta 1 D V1056 Charles A Gill Elementary School 10910 Ferguson Rd, Dallas, TX 75228 Derrick Wayne Drennon Bonnie R Watt 1 D V1057 St Pius X Catholic Church Parish 3030 Gus Thomasson Rd, Dallas, TX 75228 Christi Gaye Rodgers Charles Youngblood 1 D V1058 Harry Stone Recreation Center 2403 Millmar Dr, Dallas, TX 75228 Weldon Ben Day Linda Allen 1 D V1059 Reinhardt Elementary School 10122 Losa Dr, Dallas, TX 75218 Annette Choice Beverly Elaine Gibson 1 D V1060 Alex Sanger Preparatory School 8410 San Leandro Dr, Dallas, TX 75218 Bruce Anton Garry Brown 1 D V1061 W H Gaston Middle School 9565 Mercer Dr, Dallas, TX 75228 Marseilles Gabriela Pataro Jana Saxton 1 D V1063 George Truett Elementary School 1811 Gross Rd, Dallas, TX 75228 Elizabeth Hardage Barbara Louise King 1 D V1078 Bayles Elementary School 2444 Telegraph Ave, Dallas, TX 75228 Ola Mae Allen, Sr Larry Kirk Linke 1 D V1079 S S Conner Elementary School 3037 Greenmeadow Dr, Dallas, TX 75228 Rhonda Choice Janice Lee Baldwin 1 D V1081 Owenwood Farm & Neighbor Space 1451 John West Rd, Dallas, TX 75228 Jean Rogers John C Spencer 1 D V1083 Colonial Baptist Church 6459 Scyene Rd, Dallas, TX 75227 Jerry W Leggio Wilton Crocker 1 D V1084 Edna Rowe Elementary School 4918 Hovenkamp Dr, Dallas, TX 75227 Lashun Barron Kyle Edward Horn 1 D V1085 Urban Park Elementary School 6901 Military Pkwy, Dallas, TX 75227 Lucy Maribel Garcia Lori Gilbert 1 D V1087 Skyline High School 7777 Forney Rd, Dallas, TX 75227 Delphine Vasser Margaret M Camstra 118 Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 1 D V1088 Skyline Branch Library 6006 Everglade Rd, Dallas, TX 75227 Tracy Hill Natalie Sue Miller 1 D V1090 San Jacinto Elementary School 7900 Hume Dr, Dallas, TX 75227 Vacant Samantha Delatorre-Wal ling 1 D V1091 Annie Webb Blanton Elem School 8915 Greenmound Ave, Dallas, TX 75227 Queen Williams Kalpana Paramesh 1 D V1092 Edward Titche Elementary School 9560 Highfield Dr, Dallas, TX 75227 Herlinda Resendiz Mitchell Kramer 1 D V1093 Nueva Vida New Life Assembly Ch 10747 Bruton Rd, Dallas, TX 75217 Vacant Grant Laughlin 1 D V1094 S. Mendez Crew Leadership Acad 1515 N Jim Miller Rd, Dallas, TX 75217 Vacant Quentin Campbell 1 D V1095 Nathaniel Hawthorne Elem School 7800 Umphress Rd, Dallas, TX 75217 James Douglas Ray Thomas Prikryl 1 D V1096 Pleasant Grove Ctr-Dallas College 802 S Buckner Blvd, Dallas, TX 75217 Lakisha Nealy Grant Stephen Clay 1 D V1097 W W Samuell High School 8928 Palisade Dr, Dallas, TX 75217 Whitney Hunt George Allan Hastings 1 D V1098 YMLA @ Florence Middle School 1625 N Masters Dr, Dallas, TX 75217 Vacant Cora Billingsley 1 D V1100 E B Comstock Middle School 7044 Hodde St, Dallas, TX 75217 Yolanda Faye Williams Jared Ralph 1 D V1101 Pleasant Grove Library 7310 Lake June Rd, Dallas, TX 75217 Donna Roshell O'Neal Roger Cliff Hudgens 1 D V1102 B H Macon Elementary School 650 Holcomb Rd, Dallas, TX 75217 Iniece Jr Davis Franklin Dean Swaffer 1 D V1104 William Anderson Elem School 620 N St Augustine Rd, Dallas, TX 75217 Aubrey Sears Michael Houston 1 D V1107 Richard Lagow Elementary School 637 Edgeworth Dr, Dallas, TX 75217 Kimberlyn Montgomery Timothy P Hand, Sr 1 D V1108 H Grady Spruce High School 9733 Old Seagoville Rd, Dallas, TX 75217 David W Haigler, Jr Shelimetra Denise Davis 1 D V1109 Fireside Recreation Center 8601 Fireside Dr, Dallas, TX 75217 Brenda Anderson Ralph Leonard Stinson, III 1 D V1121 Living Waters Church of God 11110 Shiloh Rd, Dallas, TX 75228 Marylin Jean Sherrard Carole May Stephens 1 R V1128 Lake Highlands High School 9449 Church Rd, Dallas, TX 75238 Solomon Kimuyu Vacant 1 D V1134 Herschel Forester Field House 8233 Military Pkwy, Dallas, TX 75227 Kim Muhammad Shauna Mcknight 1 D V1300 Vanston Middle School 3230 Karla Dr, Mesquite, TX 75150 David Perez George Burridge 1 D V1301 Florence Recreation Center 2501 Whitson Way, Mesquite, TX 75150 Charles Edward Mullins, Jr Molly Gruver Bishop 1 D V1302 Vernon Price Elementary School 630 Stroud Ln, Garland, TX 75043 Linda Garrett Russell E Johnson 1 D V1303 Eastfield Campus -Dallas College 3737 Motley Dr, Mesquite, TX 75150 Vacant Harold Stockton 1 D V1304 Goodbar Recreation Center 3000 Concord Dr, Mesquite, TX 75150 Vacant Pat Moorman 1 D V1305 Motley Elementary School 3719 Moon Dr, Mesquite, TX 75150 Vacant Michael Wiethorn, Sr 1 D V1308 Range Elementary School 4060 Emerald Dr, Mesquite, TX 75150 Fernando J Rojas Mary Michlik Hennigan 1 D V1310 Tosch Elementary School 2424 Larchmont Dr, Mesquite, TX 75150 Bobbye Ross Poppy Airhart 1 R V1311 JC Rugel Elementary School 2701 Sybil Dr, Mesquite, TX 75149 Colette Ann Kuykendall Brian Strasert 1 D V1312 Galloway Elementary School 200 Clary Dr, Mesquite, TX 75149 Vacant Karen Christine Swain Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 L 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 1 D V1314 West Mesquite High School 2500 Memorial Pkwy, Mesquite, TX 75149 Martina Macaldo Eric Kidder 1 D V1700 Bradfield Recreation Center 1146 Castle Dr, Garland, TX 75040 Sabrina Nicole Donnell Charles Allen Moncrief 1 D V1701 Bussey Middle School 1204 Travis St, Garland, TX 75040 Vacant Ronald Dean Brown 1 D V1703 A R Davis Elementary School 1621 Mccallum Dr, Garland, TX 75042 Sandra Louise Johnson David Mogish 1 D V1705 0 Henry Elementary School 4100 Tynes Dr, Garland, TX 75042 Mabel Okechukwu Danny Janes 1 D V1706 Bradfield Elementary School 3817 Bucknell Dr, Garland, TX 75042 Vacant Leah Irene Carey 1 D V1708 Garland Center -Dallas College 675 W Walnut St, Garland, TX 75040 Janet Harris Pete Almanza 1 D V1709 Austin Academy 1125 Beverly Dr., Garland, TX 75040 David Robert Sponsel, Sr Kim L Kerss 1 D V1710 Kimberlin Academy 1520 Cumberland Dr, Garland, TX 75040 Melodie Mcfarland Joshua Cahill 1 D V1711 Granger Recreation Center 1310 W Ave F, Garland, TX 75040 Vacant Maria Trevino Marcon 1 R V1712 Williams Elementary School 1821 Old Gate Ln, Garland, TX 75042 Ronald Dean Brown Vacant 1 D V1713 Memorial Pathway Academy 2825 S First St, Garland, TX 75041 Marilyn Portman Scott Mckim 1 D V1715 Watson Technology Center 2601 Dairy Rd, Garland, TX 75041 Sernerick Greer Gregory Petersen 1 D V1716 South Garland High School 600 Colonel Dr, Garland, TX 75043 Lauren Edgar Christine Swain 1 D V1717 Classical Ctr at Brandenburg MS 626 Nickens Rd, Garland, TX 75043 Victor Grim Davis Jeff S Turner 1 R V1718 Southgate Elementary School 1115 Mayfield Ave, Garland, TX 75041 Robert E Day Jr Vacant 1 D V1719 Montclair Elementary School 5200 Broadmoor Dr, Garland, TX 75043 Quilici Battle Karen Lancaster 1 D V1720 O'Banion Middle School 700 Birchwood Dr, Garland, TX 75043 Nieves Reginal Bulus, M Gary Lee Gillespie 1 D V1722 Classical Ctr at Vial Elem Sch 126 Creekview Dr, Garland, TX 75043 Barbara A Smith Linda Diane Hathorn 1 D V1723 South Garland Branch Library 4845 Broadway Blvd, Garland, TX 75043 Juanita Pollard Ruby Hernandez 1 D V1726 Routh Roach Elementary School 1811 Mayfield Ave, Garland, TX 75041 Paul Palmer David Monroe Lawson 1 D V1727 Granville Arts Center 300 N 5th, Garland, TX 75040 Vacant Ronda Paulsen 1 D V1728 Sam Houston Middle School 2232 Sussex Dr, Garland, TX 75041 Angela Robinette Matthew J Fontaine 1 R V2059 Audelia Road Branch Library 10045 Audelia Rd, Dallas, TX 75238 Jana Standefer Boswell Vacant 1 D V2061 Lake Highlands Elementary School 9501 Ferndale Rd, Dallas, TX 75238 Vacant Roger C Pryor 1 D V2064 Robert T Hill Middle School 505 Easton Rd, Dallas, TX 75218 Scott Hadden Susan Reading 1 D V2065 Victor Hexter Elementary School 9720 Waterview Rd, Dallas, TX 75218 Patricia Ann Fink Grant Reading 1 D V2067 L L Hotchkiss Elementary School 6929 Town North Dr, Dallas, TX 75231 Vacant Randy Wolveck 1 D V2068 Dan D Rogers Elementary School 5314 Abrams Rd, Dallas, TX 75214 Bethany Rose Click Nancy Bowen 1 D V2069 Ridgewood -Belcher Recreation Center 6818 Fisher Rd, Dallas, TX 75214 James Alexander Paul Alan Lockman 120 Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 1 D V2071 Lakewood Elementary School 3000 Hillbrook St, Dallas, TX 75214 Susan Barnett Roxan Staff 1 R V2072 Northridge Presbyterian Church 6920 Bob-O-Link Dr, Dallas, TX 75214 Lawrence Arthur Wainer Shannon Linker 1 D V2073 Bath House Cultural Center 521 E Lawther Dr, Dallas, TX 75218 Carol Ann Miller Karan Windham 1 D V2700 Big Springs Elementary School 3301 W Campbell Rd, Garland, TX 75044 Joseph Sperandeo Barbara Stauffer 1 D V2701 Springpark Sports Club 3330 Springpark Way, Garland, TX 75044 Waseef M Kabir Brian Jensen 1 R V2702 Spring Creek Elementary School 1510 Spring Creek Dr, Garland, TX 75040 Ellen Oates Hairston Vacant 1 D V2704 North Garland Branch Library 3845 N Garland Ave, Garland, TX 75040 Vacant James Murphy 1 D V2705 Hickman Elementary School 3114 Pinewood Dr, Garland, TX 75044 Tanesa Lee Donita Daniel 1 D V2706 Wallace Ethridge Elementary Sch 2301 Sam Houston Dr, Garland, TX 75044 Michael Baker Eva Pantle 1 D V2710 Lister Elementary School 3131 Mars Dr, Garland, TX 75040 Mauri Long Annette Thrasher Ratliff 1 D V2712 Northlake Elementary School-GISD 1626 Bosque Dr, Garland, TX 75040 Jennifer Ellen Gouge Nancy England 1 R V2713 Club Hill Elementary School 1330 Colonel Dr, Garland, TX 75043 Pamela Hair Vacant 1 D V2714 Lyles Middle School 4655 S Country Club Rd, Garland, TX 75043 Alyssa Dequeant Vacant 1 R V2715 Northside Baptist Church 2510 N Glenbrook Dr, Garland, TX 75040 Bob J. Brown Vacant 1 R V3300 Porter Elementary School 517 Via Avenida, Mesquite, TX 75150 Steve Walton Vacant 1 R V3301 Dunford Recreation Center 1015 Green Canyon Dr, Mesquite, TX 75150 Brad T Underwood Vacant 1 R V3302 Georgia Kimball Elementary Sch 4010 Coryell Way, Mesquite, TX 75150 Helen Nichols Vacant 1 D V3303 Dr JC Cannady Elementary School 2701 Chisolm Trl, Mesquite, TX 75150 Sandra Eyvon Weatherall Kelli Michele Green 1 D V3308 Mesquite Convention Center 1700 Rodeo Dr, Mesquite, TX 75149 Omar Jimenez Meris Gonzales 1 D V3314 A C New Middle School 3700 S Belt Line Rd, Balch Springs, TX 75181 Diane Lee William C Augustine 1 D V3400 Balch Springs Civic Center 12400 Elam Rd, Balch Springs, TX 75180 Jacqueline Denise Fain Robert Wayne Edwards, III 1 D V3403 Floyd Elementary School 3025 Hickory Tree Rd, Mesquite, TX 75180 Vacant Carl Hamm 1 D V3405 Hodges Elem Sch 14401 Spring Oaks Dr, Balch Springs, TX 75180 Janice Harrison Michael Larsen 1 D V3408 Balch Springs Recreation Center 4372 Shepherd Ln, Balch Springs, TX 75180 Vacant Justin Roberts 1 D V3700 Couch Elementary School 4349 Waterhouse Blvd, Garland, TX 75043 Travis Jr Wortham Kevin Tomsic 1 R V3702 Toler Elementary School 3520 Guthrie Rd, Garland, TX 75043 Virginia Flores Evans Vacant 2 D V0001 The Branch Connection 14055 Dennis Ln, Farmers Branch, TX 75234 Sarah Berel-Harrop Vacant 2 D V0005 Churchill Recreation Center 6906 Churchill Way, Dallas, TX 75230 Janice Schwarz Vacant 2 D V0018 MAS Islamic Center of Dallas 1515 Blake Dr, Richardson, TX 75081 Wafa Ismail Vacant 2 D V0019 Mockingbird Elementary School-DISD 5828 E Mockingbird Ln, Dallas, TX 75206 Chrystin Pleasants Madeline Dvorocsik 121 Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 2 D V0021 Campbell Green Recreation Center 16600 Park Hill Dr, Dallas, TX 75248 Anne C. Christiansen Judith Colleen Canion 2 D V0022 Janie Stark Elementary School 12400 Josey Ln, Farmers Branch, TX 75234 Ben Krage Lila Farmer 2 R V0028 First Mexican Baptist Church 4151 Royal Ln, Dallas, TX 75229 Roberto Felix Segovia Vacant 2 D V0036 Addison Conference Centre 4905 Addison Circle, Addison, TX 75001 Kimberly Woodward Lola Hurt 2 D V0037 First Baptist Richardson 1001 N Central Expy, Richardson, TX 75080 Cynthia Saxiones-Garza Kerry Gaines 2 D V0038 Islamic Association of North Texas 840 Abrams Rd, Richardson, TX 75081 Jamecia Johnson Lorraine Ann Stierman 2 D V0053 Jubliee Park and Community Center 907 Bank St, Dallas, TX 75223 James Earley Watkins Andrew Nelson 2 D V0066 Pilgrim Rest Missionary Baptist Church 1819 N Washington Ave, Dallas, TX 75204 Vacant Daniel Boylan 2 D V0067 Thomas Jefferson High School 4001 Walnut Hill Ln, Dallas,TX 75229 Larry Robins Jennifer L Heath 2 D V0071 The Chapel of the Cross 4333 Cole Ave, Dallas, TX 75205 Vacant Jolie Humphrey 2 D V1001 Sam Tasby M S 7001 Fair Oaks Ave, Dallas, TX 75231 Jonathan Bell Cynthia Knox 2 D V1002 Mission Vickery Church 5814 Ridgecrest Rd, Dallas, TX 75231 William Woods Keith Gillespie 2 D V1003 Hamilton Park UMC 11881 Schroeder Dr., Dallas, TX 75243 Linton Gray Bruce Robert Bradley 2 D V1005 New Mount Zion Baptist Church 9530 Shepherd Rd, Dallas, TX 75243 Linda Jean Newman Glenda Anderson 2 D V1008 Lee McShan Jr Elem School 8307 Meadow Rd, Dallas, TX 75231 Lori Reisenbichler Jean Howard 2 D V1013 North Dallas High School 3120 N Haskell Ave, Dallas, TX 75204 Anne Katherine Besser Laura Bentley Kellogg 2 D V1015 Multiple Careers Magnet Center 4528 Rusk Ave, Dallas, TX 75204 Vacant Lee Earl Gnader, III 2 D V1019 Solar Preparatory School for Girls 2617 N Henderson Ave, Dallas, TX 75206 Amos Howell Laura Cecile Allen 2 D V1020 Ben Milam Elementary School 4200 Mckinney Ave, Dallas, TX 75205 Jean Andrea Ball-Meza Lauren Ogden 2 D V1022 Oak Lawn Branch Library 4100 Cedar Springs Rd, Dallas, TX 75219 David Carl Fisher Deborah Spitzer 2 D V1023 The Father's Church 2707 Abrams Rd, Dallas, TX 75214 Jean Lamberty Mark K Hurst 2 D V1027 Audelia Creek Elementary School 12600 Audelia Rd, Dallas, TX 75243 Robin Goodpaster Richard Paul Harms 2 D V1029 Richland Campus -Dallas College 12800 Abrams Rd, Dallas, TX 75243 Gregory R Byrne Juliana Martinez 2 D V1030 A M Aikin Elementary School 12300 Pleasant Valley Dr, Dallas, TX 75243 Randall Wayne Epps James Frame 2 D V1032 Northwood Hills Elementary Sch 14532 Meandering Way, Dallas, TX 75254 Monica Shevell Paul Schlosberg 2 R V1033 Spring Valley Elementary School 13535 Spring Grove Ave, Dallas, TX 75240 Richard F Fresquez Marcy Helfand 2 D V1070 Grace United Methodist Church 4105 Junius St, Dallas, TX 75246 Kenneth Earl Jackson Joe Mayes 2 D V1071 Lakewood Branch Library 6121 Worth St, Dallas, TX 75214 Jennifer Lorenz Terryll Nemeth 2 D V1073 The Church at Junius Heights 5429 Reiger Ave, Dallas, TX 75214 Cheri Ball-Meza Janice Norris 2 D V1074 Samuell Grand Recreation Center 6200 E Grand Ave, Dallas, TX 75223 Lota Dunham Carey Conn 122 Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 2 D V1076 Eduardo Mata Montessori School 7420 La Vista Dr, Dallas, TX 75214 Tobin D Toler William Barnett 2 D V1118 Ignite Middle School 2211 Caddo St, Dallas, TX 75204 Max Reina Nunez Rinda F Jordan 2 D V1119 St Luke Community Church 5710 E R LThornton Frwy, Dallas, TX 75223 George Collins William Harold Biesel, Jr 2 D V1120 Solar Preparatory School for Boys 1802 Moser Ave, Dallas, TX 75206 Robert Stephen Sullivan Richard Schell 2 D V1500 Dover Elementary School 700 Dover Dr, Richardson, TX 75080 Hollis Catherine Simmons Randy Mitchell 2 D V1501 Professional Development Ctr 701 W Belt Line Rd, Richardson, TX 75080 Julie Christine Milazzo Anna Reza 2 D V1503 Richland Elementary School 550 Park Bend Dr, Richardson, TX 75081 Nancy Goehl Thomas Joe Parsoneault 2 D V2002 Thomas C Marsh Preparatory Academy 3838 Crown Shore Dr, Dallas, TX 75244 Vacant Kelli Macatee 2 D V2003 W T White High School 4505 Ridgeside Dr, Dallas, TX 75244 Roxane Wierman Edward Simpson 2 R V2004 Nathan Adams Elementary School 12600 Welch Rd, Dallas, TX 75244 John Robert Ilzhoefer Vacant 2 D V2005 Marsh Lane Baptist Church 10716 Marsh Ln, Dallas, TX 75229 Williams Betty Rowe David W. Wallace 2 D V2006 Harry C Withers Elementary Sch 3959 Northaven Rd, Dallas, TX 75229 Vacant Willard Mac Smith 2 R V2008 John J Pershing Elementary Sch 5715 Meaders Ln, Dallas, TX 75229 Ellen Khurshudian Vacant 2 D V2011 Walnut Hill Recreation Center 10011 Midway Rd, Dallas, TX 75229 Amy Peck Carol Stabler 2 R V2016 Unity Church of Dallas 6525 Forest Ln, Dallas, TX 75230 Eva Royer Vacant 2 R V2018 Northaven United Methodist Ch 11211 Preston Rd, Dallas, TX 75230 Erica Michelle Person Vacant 2 R V2019 George B Dealey Montessori Academy 6501 Royal Ln, Dallas, TX 75230 Edmund Daniels Will Lowry Wilkins 2 D V2020 Arthur Kramer Elementary School 7131 Midbury Dr, Dallas, TX 75230 Rollin Fitch Gary Linda Collins 2 D V2023 Benjamin Franklin - IEA 6920 Meadow Rd, Dallas, TX 75230 Vacant James Carter 2 R V2026 Preston Hollow UMC 6315 Walnut Hill Ln, Dallas, TX 75230 Margaret Caroline Croley Vacant 2 R V2027 Our Redeemer Lutheran Church 7611 Park Ln, Dallas, TX 75225 Sandy Ammons Vacant 2 D V2032 Skillman Southwestern Library 5707 Skillman St, Dallas, TX 75206 Dale Michael Greer Chance Brian Mccraw 2 D V2038 Geneva Heights Elementary School 2911 Delmar Ave, Dallas, TX 75206 Jacquline Van Over Christopher Ford 2 D V2040 St Andrews Presbyterian Church 3204 Skillman St, Dallas, TX 75206 Alayna Grace Thomas Chisa D Savage 2 D V2041 University of Texas - Dallas 800 W Campbell Rd, Richardson, TX 75080 James Edward Urmin, Sr Bradlee Alan Combs 2 D V2042 Parkhill Junior High School 16500 Shadybank Dr, Dallas, TX 75248 Coffey Murray Veranina Gajewsky 2 D V2044 Texas A&M Agri Life Research 17360 Coit Rd, Dallas, TX 75252 Cheryl Basye Carl Scottow 2 D V2047 James Bowie Elementary School 7643 La Manga Dr, Dallas, TX 75248 Colleen A Martin Jack Darryl Kocks 2 D V2050 Prestonwood Elementary School 6525 La Cosa Dr, Dallas, TX 75248 Natalie Levy Richard Payne 2 D V2051 Spring Creek Elementary School 7667 Roundrock Rd, Dallas, TX 75248 Merrilee Carruthers Jason Frannea 123 Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 2 R V2052 Fretz Park Library 6990 Belt Line Rd, Dallas, TX 75254 William Thoreson Billie Jean Johnson 2 R V2056 King of Glory Lutheran Church 6411 Lbj Fwy, Dallas, TX 75240 Leslie Huber Vacant 2 R V2077 E D Walker Middle School 12532 Nuestra Dr, Dallas, TX 75230 Carla Mcclanahan Vacant 2 D V2079 Anne Frank Elementary School 5201 Celestial Rd, Dallas, TX 75254 Wendy Jean Campbell Jerlene Miles 2 R V2203 John S Armstrong Elem School 3600 Cornell Ave, Dallas, TX 75205 Terence Huffines Vacant 2 R V2220 University Park UMC 4024 Caruth Blvd, Dallas, TX 75225 Elizabeth T Biesel Vacant 2 R V2221 John S Bradfield Elem School 4300 Southern Ave, Dallas, TX 75205 Laura Elizabeth Biesel Leigh Bailey 2 R V2223 University Park Elem School 3505 Amherst Ave, Dallas, TX 75225 Katherine Ann Winniford Vacant 2 R V2224 Highland Park Middle School 3555 Granada Dr, Dallas, TX 75205 James Hairston Vacant 2 R V2225 SMU/Hughes-Triggs Student Center 3140 Dyer St, Dallas, TX 75205 Karen Watson Vacant 2 R V2226 Highland Park ISD Admin Bldg 7015 Westchester Dr, Dallas, TX 75205 Cynthia Holliday Vacant 2 R V2301 Alfred J Loos Field House 3815 Spring Valley Rd, Addison, TX 75001 Candace Adams William Griggs 2 D V2302 Vivian Field Middle School 13551 Dennis Ln, Farmers Branch, TX 75234 Vacant Alfred Clark Boughton, IV 2 D V2305 Farmers Branch Manske Library 13613 Webb Chapel Rd, Farmers Branch, TX 75234 Vacant Patrick Joseph Haggerty 2 D V2306 Chapel Hill Preparatory School 12701 Templeton Trl, Dallas, TX 75234 Vacant Adria Ger 2 D V2307 Brookhaven Campus -Dallas College 3939 Valley View Ln, Farmers Branch, TX 75244 Patricia Munoz-Elizondo Albert Solis 2 D V2401 Ted Polk Middle School 2001 Kelly Blvd, Carrollton, TX 75006 Vacant Bobby Jay Wadsworth 2 D V2402 McCoy Elementary School 2425 Mccoy Rd, Carrollton, TX 75006 Vacant Susan Herz Morrissey 2 D V2403 Jerry R Junkins Elementary Sch 2808 Running Duke Dr, Carrollton, TX 75006 Vacant Frank Solano 2 D V2404 Blanton Elementary School 2525 Scott Mill Rd, Carrollton, TX 75006 Ronald R Sercely Teena Marks 2 D V2406 Keller Springs Baptist Church 3227 Keller Springs Rd, Carrollton, TX 75006 Richard Tallini Pamela Prater 2 D V2407 Josey Ranch Lake Library 1700 Keller Springs Rd, Carrollton, TX 75006 Carolyn Sue Rutkowski Mary Carpenter 2 D V2408 Crosby Recreation Center 1610 E Crosby Rd, Carrollton, TX 75006 Terry Lee Barker Bernadette Anne Toth 2 D V2500 Greenwood Hills Elementary Sch 1313 W Shore Dr, Richardson, TX 75080 Annamarie Ferguson Nancee Boss Chambers 2 R V2501 Canyon Creek Elementary School 2100 Copper Ridge Dr, Richardson, TX 75080 Edward Dees, Jr Carol Coulter 2 R V2502 Prairie Creek Elementary School 2120 E Prairie Creek Dr, Richardson, TX 75080 Bonnie Wells Jessica Lucas 2 R V2503 Mohawk Elementary School 1500 Mimosa Dr, Richardson, TX 75080 Jillian Zhorne Vacant 2 D V2505 Northrich Elementary School 1301 Custer Rd, Richardson, TX 75080 Ahmed Zayan Timothy Richard Seaman 2 D V2506 Arapaho Classical Magnet School 1300 Cypress Dr, Richardson, TX 75080 Nicola Sekanick Stout Katherine Thomas 2 R V2509 Care Church 1504 E Campbell Rd, Richardson, TX 75081 Aleta Jo Lubbers Evelyn Roberson 124 Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 2 D V2510 Yale Elementary School 1900 E Collins Blvd, Richardson, TX 75081 Howard T. Maher Rowell Lubbers 2 D V2511 Dartmouth Elementary School 417 Dartmouth Ln, Richardson, TX 75081 David Michael Santucci, Jr Larry Clinton Williams 2 D V2513 Springridge Elementary School 1801 E Spring Valley Rd, Richardson, TX 75081 Catherine Deberry Taylor Duane Howard Dieterich 2 D V2514 Jess Harben Elementary School 600 S Glenville Dr, Richardson, TX 75081 Dina Alsaid Helen Jean Caldwell 2 D V2601 Valley Ranch Elementary School 9800 Rodeo Dr, Irving, TX 75063 Vacant Cheri Fitzsimmons 2 D V2602 Cimarron Recreation Center 201 Red River Trl, Irving, TX 75063 Vacant Cathryn Grace Marvin 2 D V2603 Freeman Elementary School 8757 Valley Ranch Pkwy W, Irving, TX 75063 Maynor Venegas Denise Lynn Pickett 2 D V2604 Valley Ranch Library 401 Cimarron Trl, Irving, TX 75063 Antonio Gonzalez Vacant 2 R V2802 Wilson Elementary School 200 S Coppell Rd, Coppell, TX 75019 Arthur Joseph Shrader Nancy Wang 2 R V2803 Mockingbird Elementary School-CISD 300 Mockingbird Ln, Coppell, TX 75019 Donna Marie Sarabia Claire Ebert 2 R V2805 Coppell Town Center 255 E Parkway Blvd, Coppell, TX 75019 William Hurlbert Lisa Mary Lundgren 2 D V2807 Lakeside Elementary School 1100 Village Pkwy, Coppell, TX 75019 Vacant Duc X. Nguyen 2 R V2808 Cottonwood Creek Elem School 615 Minyard Dr, Coppell, TX 75019 Terrie Aune Nicholi Hoskins 2 D V2809 Riverchase Elementary School 272 S Macarthur Blvd, Coppell, TX 75019 Vacant Sharon Clark 2 D V3009 Exall Park Recreation Center 1355 Adair St, Dallas, TX 75204 Vacant Sean C O'Leary 2 D V3012 Life in Deep Ellum Community Ctr 2803 Taylor St, Dallas, TX 75226 Elaine Campbell Robert Renteria 2 D V4006 Degolyer Elementary School 3453 Flair Dr, Dallas, TX 75229 Aimee L EI-Zayaty Tierni Thompson Sulgrove 2 D V4032 Reverchon Recreation Center 3505 Maple Ave, Dallas, TX 75219 Jazzmine Trotman James A Moyers 2 D V4645 Las Colinas Elementary School 2200 Kinwest Pkwy, Irving, TX 75063 Vacant Blair Manning Moore 2 D V4647 Mustang Park Recreation Center 2223 Kinwest Pkwy, Irving, TX 75063 Kendra Henry Kathleen Hodges 3 D V0003 Evans Recreation Center 1116 Hillcrest St, Mesquite, TX 75149 Deborah Moses Johannes Peter Schroer 3 D V0010 MLK Jr Recreation Center 2901 Pennsylvania Ave, Dallas, TX 75215 Gerre Williams Shelley Evans 3 D V0020 Central Elementary School-DISD 902 Shady Ln, Seagoville, TX 75159 Vacant James Thompson 3 R V0027 First UMC of Sachse 1520 Blackburn Rd, Sachse, TX 75048 Gary Lynn Overby Vacant 3 D V0034 Stephens Elementary School 3700 Cheyenne Dr, Rowlett, TX 75088 Wathenia Clark Vacant 3 D V0040 Desoto House of Peace & Comm Center 531 W Belt Line Rd, Desoto, TX 75115 Tanya Mason Vacant 3 D V0041 Frank D Moates Elementary School 1500 Heritage Blvd, Glenn Heights, TX 75154 Vacant Agnes Mayfield Monzingo 3 D V0044 Cedar Hill Collegiate High School 1515 W Beltline Rd, Cedar Hill, TX 75104 Vacant Jana Connor 3 D V0046 Glenn Heights Family Center 1932 S Hampton Rd, Glenn Heights, TX 75154 Zira Jones Kelly Nixon 3 D V0050 Salem Institutional Baptist Church 3918 Crozier St, Dallas, TX 75215 Saundra Faith Ray Debbie Hubacek 125 Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 3 D V0054 Antioch Worship Center 6245 Shannon Rd, Mesquite, TX 75181 Vacant Robin Wisdom 3 R V0058 Freedom Place Church (3964) 4111 Main St, Rowlett, TX 75088 Deborah Bobbitt Maggie Ensley 3 D V0062 For Oak Cliff 907 E Ledbetter Dr, Dallas, TX 75216 Vacant Vacant 3 D V0063 Katherine Johnson Tech Magnet Acad 1200 Academy Way, Desoto, TX 75115 Tonya Burton Gloria Caffey 3 R V0064 Robinwood Baptist Church 111 E Stark Rd, Seagoville, TX 75159 Cindy Gay Burkett Vacant 3 R V0065 Mt Zion MBC of Sandbranch 128 Burns Dr, Combine, TX 75159 Alan Berg Vacant 3 D V0070 New Life Apostolic 1361 Mount Lebanon Rd, CEDAR HILL, TX 75104 Vacant Kim Rimmer 3 R V2921 Back Elementary School 7300 Bluebonnet Dr, Rowlett, TX 75089 James Albert Wade Leslie Montena 3 R V2922 Liberty Grove Elementary School 10201 Liberty Grove Rd, Rowlett, TX 75089 John C Knoll Vacant 3 R V2925 Rowlett Elementary School 3315 Carla Dr, Rowlett, TX 75088 Terence Edward Sumner Vacant 3 R V2926 Herfurth Elementary School 7500 Miller Rd, Rowlett, TX 75088 Stephen Mcdaniel Vacant 3 R V2927 Schrade Middle School 6201 Danridge Rd, Rowlett, TX 75089 Rachael Britton Vacant 3 R V2941 Sachse City Hall 3815-B Sachse Rd, Sachse, TX 75048 Dan Kraemer Sandra Richardson 3 R V2942 B G Hudson Middle School 4405 Hudson Dr, Sachse, TX 75048 Robert Davis Salmon Vacant 3 D V3000 William B Travis Vanguard Acad 3001 Mckinney Ave, Dallas, TX 75204 Vacant Vacant 3 D V3003 T W Browne Middle School 3333 Sprague Dr, Dallas, TX 75233 Joe L. Tave Sarah Westgaard 3 D V3004 Daniel Webster Elementary School 3815 S Franklin St, Dallas, TX 75233 Martin W Burrell Adrienne Lynette Thompson 3 D V3007 El Centro Campus -Dallas College 801 Main St, Dallas, TX 75202 Anthony Forcelledo David Gleeson 3 D V3008 George L Allen Sr Court Building 600 Commerce St, Dallas, TX 75202 Sandra Biggs William Anders Haugen 3 D V3016 Bill J Priest Ctr-Dallas College 1402 Corinth St, Dallas, TX 75215 Myrtle Faye Brown Helen Collins 3 D V3017 Dr MLK Jr Arts Academy 1817 Warren Ave, Dallas, TX 75215 Vacant Brian Fabian 3 D V3022 Irma Rangel Women's School 1718 Robert B Cullum Blvd, Dallas, TX 75210 Karine Gipson Charlotte Prear 3 D V3025 Mt Horeb Missionary Baptist Chur 3306 Carpenter Ave, Dallas, TX 75215 Brittany N Smith Latrese Eppie Adkins- Weathersby 3 D V3026 St Paul Baptist Church 1600 Pear St, Dallas, TX 75215 Nicole Sims Susan Blackburn 3 D V3027 Lincoln High School - CHM 2826 Elsie Faye Heggins St, Dallas, TX 75215 Betty Hooey Clara Parks Mcdade 3 D V3029 Evangelist Temple Church 2627 Dorris St, Dallas, TX 75215 Vacant Richard Andrew Summey 3 D V3034 Greater Mt Pleasant Baptist Chur 1403 Morrell Ave, Dallas, TX 75203 Gloria James Jody D Mccord 3 D V3035 F D Roosevelt HS of Innovation 525 Bonnie View Rd, Dallas, TX 75203 Vacant Michael Anthony Quint 3 D V3040 Good Street Baptist Church 3110 Bonnie View Rd, Dallas, TX 75216 James Baker James Brady 126 Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 0211312 224 Item D. wG�`pN5 DEngRT� F w Z� y Comm. District Presiding Party Poll Code 3 D V3042 3 D V3043 3 D V3045 3 D V3046 3 D V3047 3 D V3048 3 D V3049 3 D V3050 3 D V3051 3 D V3052 3 D V3054 3 D V3055 3 D V3056 3 D V3057 3 D V3058 3 D V3059 3 D V3060 3 D V3061 3 D V3062 3 D V3063 3 D V3064 3 D V3065 3 D V3066 3 D V3068 3 D V3069 3 D V3070 3 D V3071 3 D V3072 3 D V3073 3 D V3075 DALLAS COUNTY ELECTIONS DEPARTMENT Vote Center Name John Neely Bryan Elem School Paul L Dunbar Library Gethsemane Missionary Baptist Ch John W Carpenter Elem School CFNI Student Center South Oak Cliff High School Clara Oliver Elementary School H I Holland Elem School @ Lisbon Fountain of Living Word Church Elisha M Pease Elementary School Jdg Louis A Bedford, Jr Law Academy Adelle Turner Elementary School Mark Twain Leadership Vanguard T G Terry Elementary School St Paul Lutheran Church Ideal Family Church Otto M Fridia Elementary School Barack Obama Male Leadership Acad J N Ervin Elementary School Ronald E McNair Elementary Sch Friendship West Baptist Church Umphrey Lee Elementary School Martin Weiss Elementary School Singing Hills Recreation Center Cornerstone Community Church Tommie Allen Recreation Center Highland Hills UMC Cedar Valley Campus -Dallas College Highland Hills Library Wilmer -Hutchins High School Vote Center Address 2001 Deer Path Dr, Dallas, TX 75216 2008 E Kiest Blvd, Dallas, TX 75216 4600 Solar Ln, Dallas, TX 75216 2121 Tosca Ln, Dallas, TX 75224 444 Fawn Ridge Dr., Dallas, TX 75224 3601 S Marsalis Ave, Dallas, TX 75216 4010 Idaho Ave, Dallas, TX 75216 4203 S Lancaster Rd, Dallas, TX 75216 2543 E Ledbetter Dr, Dallas, TX 75216 2914 Cummings St, Dallas, TX 75216 1303 Reynoldston Ln, Dallas, TX 75232 5505 S Polk St, Dallas, TX 75232 724 Green Cove Ln, Dallas, TX 75232 6661 Greenspan Ave, Dallas, TX 75232 5725 S Marsalis Ave, Dallas, TX 75241 1000 E Redbird Ln, Dallas, TX 75241 6011 Old Ox Rd, Dallas, TX 75241 3030 Stag Rd, Dallas, TX 75241 3722 Black Oak Dr, Dallas, TX 75241 3150 Bainbridge Ave, Dallas, TX 75237 2020 W Wheatland Rd, Dallas, TX 75232 7808 Racine Dr, Dallas, TX 75232 8601 Willoughby Blvd, Dallas, TX 75232 6805 Patrol Way, Dallas, TX 75241 2817 Cherry Valley Blvd, Dallas, TX 75241 7071 Bonnie View Rd, Dallas, TX 75241 3800 Simpson Stuart Rd, Dallas, TX 75241 3030 N Dallas Ave, Lancaster, TX 75134 6200 Bonnie View Rd, Dallas, TX 75241 5520 Langdon Rd, Dallas, TX 75241 Presiding Judge Name Michael King Kimberly Richardson -Jackson Claudia Denice Fowler Vacant Margaret Anderson Cumby Davince Wright Artherine Prieston Jesse Albert Lipscomb Vacant Linda M Wilkerson -Wynn Barbara Lewis Vivian Hill Kebran Alexander Lawson Lee Turner, Jr Gladys Lary Vacant Kimberly Wynette Walker Patsy R Pea Mathis Boadicea White Dorothy Whaley Dianna Renee Jackson Sedonia Heard Kidd Tiphanie Ruth Paige Eliza Ruth Steward Vacant Yolonda Hightower Vacant Annie Graves Derrick Talton Latorry Jackson Alternate Judge Name Melissa Murray Candies Presley Marilyn Joan Taylor Karen Cassidy Thorne Oscar Bracks Carol Nichols Philip S Wilson Don Bodine Frances Pearson John Vincent Meyer Allen Mabry Melody K Green Chris Jens Juhl Vacant Patrick Steve Scott Vacant Duane Niccum Charles Rice Roberta L Brazzil Elvira Leal Vacant Daniel Stairs Daniel Escamilla Debra Ann Aguilar Joseph Dannenmaier Kerry Yarbrough Thomas John Bosworth Franklin David Hill, Jr Alan Kent Orr Stuart Wernick Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 F 27 0211312 224 Item D. wG�`pN5 DEngRT� F w Z� y Comm. District Presiding Party Poll Code 3 D V3078 3 D V3080 3 D V3081 3 D V3082 3 D V3083 3 D V3090 3 D V3092 3 D V3097 3 D V3100 3 D V3102 3 D V3103 3 D V3104 3 D V3106 3 D V3107 3 R V3108 3 D V3109 3 D V3200 3 D V3201 3 D V3202 3 D V3203 3 D V3204 3 D V3205 3 R V3206 3 D V3207 3 D V3208 3 R V3209 3 D V3211 3 R V3304 3 D V3307 3 D V3309 DALLAS COUNTY ELECTIONS DEPARTMENT Vote Center Name Park in the Woods Recreation Ctr Kleberg-Rylie Recreation Center Booker T Washington High School W A Blair Elementary School Ebby Halliday Elementary School Jonsson Central Library Thurgood Marshall Recreation Ctr University of North Texas -Dallas A E Sims Cedar Hill Rec Center Kim Lewis Auxiliary Services Ctr Bessie Coleman Middle School Maddox Teaching & Learning Center Plummer Elementary School Highlands Elementary School Bray Elementary School (3108) Lake Ridge Elementary School H Bob Daniel SR Intermediate Sch Alexander Elementary School Duncanville Library Duncanville's First Baptist Chur Reed Middle School Brandenburg Intermediate School Byrd Middle School (3206) Arise Church Central Elementary School-DUISD Duncanville High School Fairmeadows Elementary School Poteet High School(3304) W L Wilkinson Middle School Lakeside Activity Center Vote Center Address 6801 Mountain Creek Pkwy, Dallas, TX 75249 1515 Edd Rd, Dallas, TX 75253 2501 Flora St, Dallas, TX 75201 7720 Gayglen Dr, Dallas, TX 75217 10210 Teagarden Rd, Dallas, TX 75217 1515 Young St, Dallas, TX 75201 5150 Mark Trail Way, Dallas, TX 75232 7300 University Hills Blvd, Dallas, TX 75216 310 E Parkerville Rd, Cedar Hill, TX 75104 202 E Beltline Rd, Cedar Hill, TX 75104 1208 E Pleasant Run Rd, Cedar Hill, TX 75104 1533 Hight Pointe Ln, Cedar Hill, TX 75104 1203 S Clark Rd, Cedar Hill, TX 75104 131 Sims Dr, Cedar Hill, TX 75104 218 N Broad St, Cedar Hill, TX 75104 1020 Lake Ridge Pkwy, Cedar Hill, TX 75104 1007 Springwood Dr, Duncanville, TX 75137 510 Softwood Dr, Duncanville, TX 75137 201 James Collins Blvd, Duncanville, TX 75116 323 W Wheatland Rd, Duncanville, TX 75116 530 E Freeman St, Duncanville, TX 75116 1903 Blueridge Dr, Duncanville, TX 75116 1040 W Wheatland Rd, Duncanville, TX 75116 201 W Center St., Duncanville, TX 75116 302 E Freeman St, Duncanville, TX 75116 900 W Camp Wisdom Rd, Duncanville, TX 75116 101 E Fairmeadows Dr, Duncanville, TX 75116 3300 Poteet Dr, Mesquite, TX 75150 2100 Crest Park Dr, Mesquite, TX 75149 101 Holley Park Dr, Mesquite, TX 75149 Presiding Judge Name Vacant Lantresa Williams Vacant Yvonne Branch Johnnie Goins Cinthy Wheat Vacant Wanda J Davis Connie Sue Cook Beverly Brown Moore Anna Corinne Green Vacant Sharon Barnes Cassandra Cooper Lisa Perdue A.D. Phillips Betty Pittman Glenda Anderson Zina West -Lewis Andrea Yvette Curtis Richardson Roszetta S Howell Vacant Kenneth Ray Hollingsworth Carla Reynolds -Grogan Vacant Shirley Sikes Sharon Denise Jones Richard Jr Phillips Lisa Theriot Ericka Danielle Thrower Alternate Judge Name Michael Wayne Price Eugene J Ralph, Sr Vacant Ajua Mason Lillie Ralph Michael Bickford Anna Nelson Paul Ritter Carolyn Tunnell Ogden Jack Derome Kelly Timothy Pinon Brian Homoleski Lisa Yvette Thierry Kathryn Hays Avant Vacant Patrick Norman Dale Katrina E. Kamm John Everett Winchester Mark Hill Lambert Jo Tarkington Cienski Ethan John Gebauer Robert Cook Gail Turner Donald Smith Russell Miller Vacant Danee Gay Roedl Vacant Carol Wojtkowiak Randy Rhew Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 F 28 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 3 R V3310 Mesquite High School 300 E Davis St., Mesquite, TX 75149 Elizabeth Susan Cumby Vacant 3 D V3312 Pirrung Elementary School 1500 Creek Valley Rd, Mesquite, TX 75181 Leon Chandler John Ellis Simonton, Jr 3 D V3313 J R Thompson Elementary School 2525 Helen Ln, Mesquite, TX 75181 Suzanne Underbrink Hess Minnie Etta Jones 3 D V3315 Tisinger Elementary School 1701 Hillcrest St, Mesquite, TX 75149 Vacant Wendy Zepeda 3 D V3316 Rutherford Recreation Center 900 Rutherford Dr, Mesquite, TX 75149 Vacant Paul Allen 3 D V3317 Horn High School 3300 E Cartwright Rd., Mesquite, TX 75181 Darlene Hardy Patrick Lynne Laurie 3 R V3500 Sunnyvale Town Hall 127 N Collins Rd, Sunnyvale, TX 75182 Dennis Cagle Vacant 3 D V3601 Faith Bible Church 1437 W Pleasant Run Rd, Desoto, TX 75115 Norma Kimbrough Kathryn Metteauer Cook 3 D V3604 Ruby Young Elementary School 707 Young Blvd, Desoto, TX 75115 Lajuana Dianne Barton Kasundra Rochelle Brown - Corbin 3 D V3605 Disciple Central Comm Church 901 N Polk St, Desoto, TX 75115 Patricia Carr Sylvia R Bracks 3 D V3606 The Meadows Elementary School 1016 The Meadows Pkwy, Desoto, TX 75115 Duttrell Forrest Jackson Jeffery Fred Tippen 3 D V3607 Cockrell Hill Elementary School 425 S Cockrell Hill Rd, Desoto, TX 75115 Sandra Chambers Rance Albert 3 D V3609 Desoto High School 600 Eagle Dr, Desoto, TX 75115 Brenda Harris Eugene Joseph Terence Ralph, Jr 3 D V3611 Desoto East Middle School 601 E Belt Line Rd, Desoto, TX 75115 Rodney White Dorina Demay 3 D V3800 Houston Elementary School-LISD 2929 Marquis Ln, Lancaster, TX 75134 Melvin Armstrong Markus Jr Tousant 3 D V3802 Pleasant Run Elementary School 427 W Pleasant Run Rd, Lancaster, TX 75146 Leonard Frankie Walker Bruce Ray Beal 3 D V3803 Rolling Hills Elementary School 450 Rolling Hills PI, Lancaster, TX 75146 Donna Louise Sparks Casandra Woodson Mccray 3 D V3805 Rosa Parks Millbrook Elem School 630 Millbrook Dr, Lancaster, TX 75146 Sherry Galloway Vacant 3 D V3807 Elsie Robertson Middle School 822 W Pleasant Run Rd, Lancaster, TX 75146 Tawana Williams John Stewart 3 D V3808 West Main Elementary School 531 W Main St, Lancaster, TX 75146 Monica Turner David George Hoffman 3 D V3809 Lancaster Veterans Memorial Library 1600 Veterans Memorial Pkwy, Lancaster, TX 75134 Vacant Vacant 3 D V3900 McCowan Middle School 1500 Majestic Meadow Dr, Glenn Heights, TX 75154 Vacant Vacant 3 D V3921 Seagoville City Hall 702 N Hwy 175, Seagoville, TX 75159 Teena Gayle Louis Holman 3 D V3940 Wilmer Community Center 101 Davidson Plz, Wilmer, TX 75172 Paul Alvarez Saldana William Gillespie Whitehill 3 D V3951 Hutchins City Hall 321 N Main St, Hutchins, TX 75141 Vacant Lorrie Mcdonald 3 D V4043 The Union Church 3410 S Polk St, Dallas, TX 75224 Marisa Elena Gonzales Mark Slenczka 4 D V0016 Elections Training / Warehouse 1460 Round Table Dr, Dallas, TX 75247 Valerie Hutchins Carolyn Pittman 4 D V0026 The Woods United Methodist Church 1350 Bardin Rd, Grand Prairie, TX 75052 Corrion Quentrelle Cox Philip Varghese 4 R V0030 Woodhaven Presbyterian Church 3650 N O'Connor Rd, Irving, TX 75062 Jonathon Hollis Vacant 129 Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 0211312 224 Item D. wG�lONS DEPgRT� F 2� a 9 l�qS CO� Comm. District Presiding Party Poll Code 4 R V0035 4 D V0039 4 D V0042 4 D V0047 4 D V0049 4 D V0055 4 D V0061 4 D V2009 4 R V2013 4 R V2029 4 R V2034 4 D V3032 4 D V3038 4 D V4002 4 D V4004 4 D V4010 4 R V4014 4 D V4015 4 D V4016 4 D V4018 4 D V4019 4 D V4022 4 D V4028 4 D V4029 4 D V4031 4 D V4035 4 D V4038 4 D V4039 4 D V4046 4 D V4050 DALLAS COUNTY ELECTIONS DEPARTMENT Vote Center Name Albert Farine Elementary School West Irving Library Dallas County Detention Center Moises E. Molina High School La Villita Elementary School Rocky Springs Missionary Baptist Church The Summit L G Cigarroa Elementary School Lovers Lane UMC Westminster Presbyterian Church Henry W Longfellow - CEA Hector P Garcia Middle Sch The Way -Truth -Life Christian Ch F P Caillet Elem School Marcus Recreation Center Stephen Foster Elementary School Sudie L Williams TAG Academy North Park Community Corp K B Polk Vanguard Center ATG Maple Lawn Elementary School Arlington Park Recreation Center Esperanza Medrano Elementary Sch Victory Cathedral West Dallas Center -Dallas College C F Carr Elementary School Margaret B Henderson Elem School Harrell Budd Elementary School Bexar Street Baptist Church Clinton P Russell Elementary Sch Mountain Creek Library Vote Center Address 615 Metker St, Irving, TX 75062 4444 W Rochelle Rd, Irving, TX 75062 111 W Commerce St, Dallas, TX 75208 2355 Duncanville Rd, Dallas, TX 75211 1601 Camino Lago, Irving, TX 75039 316 E Shady Grove Rd, Grand Prairie, TX 75050 2975 Esplanade Dr, Grand Prairie, TX 75052 9990 Webb Chapel Rd, Dallas, TX 75220 9200 Inwood Rd, Dallas, TX 75220 8200 Devonshire, Dallas, TX 75209 5314 Boaz St, Dallas, TX 75209 700 E 8Th St, Dallas, TX 75203 1702 S Denley Dr, Dallas, TX 75216 3033 Merrell Rd, Dallas, TX 75229 3003 Northaven Rd, Dallas, TX 75229 3700 Clover Ln, Dallas, TX 75220 4518 Pomona Rd, Dallas, TX 75209 4619 W University Blvd, Dallas, TX 75209 6911 Victoria Ave., Dallas, TX 75209 3120 Inwood Rd, Dallas, TX 75235 1505 Record Crossing Rd, Dallas, TX 75235 2221 Lucas Dr, Dallas, TX 75219 3407 N Westmoreland Rd, Dallas, TX 75212 3330 N Hampton Rd, Dallas, TX 75212 1952 Bayside St, Dallas, TX 75212 2200 S Edgefield Ave, Dallas, TX 75224 2121 S Marsalis Ave, Dallas, TX 75216 2018 S Marsalis Ave, Dallas, TX 75216 3031 S Beckley Ave, Dallas, TX 75224 6102 Mountain Creek Pkwy, Dallas, TX 75249 Presiding Judge Name Bernadette Waterman Ward Evans Consuelo Marquez Vacant Victoria Caldwell Vacant Vacant Stephani Myers Vacant Nancy Anderton Donna Kay Shelton Lonnie Nix Betty Williams Nettiestine Michele Smith Erika Anguiano Alan Yuster Vivian Gregorich Clark Will Olga Smith Jonathan Maples Brent Pimentel Mark Blaskovich Ricardo Medrano Lettie M. Searles Craig Holcomb Fernando Jr Hernandez Vacant Jose Cruhigger Vacant Ebone Nicole Mason Diana Kristine Farrell Alternate Judge Name Graham Bond Yuri Garcia Andrea Sasha Ortiz Luis Alfredo Zuniga Derek Veerkamp Catherine White Vacant Jonnita Lorane Brown Vacant Vacant Vacant Robert Jason Mccord Craig Creason Nancie Wagner Cherie Elaine Zalstein Vanessa Pogue -Collins Jose Alejandro -White Janice Claire Peters Julie Elizabeth Zvara John B Holden, Jr Elizabeth Diaz Robert Bricker Braun Jacqueline M Czitrom Autumn Mccall Carol Burnaman Kevin Daniel Vacant Betty Sue Welch Ricky Ray Thorn Joyce Setter Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 130 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 4 D V4052 Bilhartz Elementary School 6700 Wandt Dr, Dallas, TX 75236 Sedrick Mccurdy Thomas Wilkins 4 D V4055 Leslie Stemmons Elementary Sch 2727 Knoxville St, Dallas, TX 75211 Anthony Ray Shuman Joseph Hernandez 4 D V4056 Palabra De Vida Church 2550 W Illinois Ave, Dallas, TX 75233 Jesse Jr Rocha Shirley Weeks 4 D V4057 Kiest Recreation Center 3081 S Hampton Rd, Dallas, TX 75224 Michael Goodman Cynthia Lee Semach 4 D V4060 Nancy Jane Cochran Elem Sch 6000 Keeneland Pkwy, Dallas, TX 75211 Daniela Villarreal Monty Weddell 4 D V4061 L 0 Donald Elementary School 1218 Phinney Ave, Dallas, TX 75211 Andrew Mcgregor Kevin Deubner 4 D V4062 Leila P Cowart Elementary School 1515 S Ravinia Dr, Dallas, TX 75211 Jessica Santamaria Thomas Geddes 4 D V4063 Elmwood-EI Buen Samaritano UMC 1315 Berkley Ave, Dallas, TX 75224 Vacant Vacant 4 D V4064 Martin Weiss Recreation Center 1111 Martindell Ave, Dallas, TX 75211 Russell Garner Mark Alred 4 D V4065 Arcadia Park Elementary School 1300 N Justin Ave, Dallas, TX 75211 Bradley Goodell Vacant 4 D V4066 Anson Jones Elementary School 3901 Meredith Ave, Dallas, TX 75211 Temeckia Derrough Charles Patrick 4 D V4068 Lida Hooe Elementary School 2419 Gladstone Dr, Dallas, TX 75211 Perla Elizabeth Loza Gloria Hibdon 4 D V4069 Winnetka Elementary School 1151 S Edgefield Ave, Dallas, TX 75208 Kathlyn Freeman Wendy Al red 4 D V4070 John Peeler Elementary School 810 S Llewellyn Ave, Dallas, TX 75208 Robert Sheaks Willie Obrien 4 D V4071 Oak Cliff Government Center 702 E Jefferson Blvd, Dallas, TX 75203 Diana Hamilton Broadus Julie Ladner Ladner 4 D V4073 Preparing the Way Ministries 2442 W Jefferson Blvd, Dallas, TX 75211 Frank Rios Jeffrey Paul Semach 4 D V4074 Sunset High School - Annex Bldg 201 W Tenth St, Dallas, TX 75208 Stuart Brent Bolding David Aldridge 4 D V4076 Stevens Park Elem School 2615 W Colorado Blvd, Dallas, TX 75211 Crystal Fletcher Donald Mark Harrison 4 D V4077 Rosemont Elementary School 719 N Montclair Ave, Dallas, TX 75208 Vacant Shirley Ewing 4 D V4078 Kidd Springs Recreation Center 711 W Canty St, Dallas, TX 75208 Marvin Carter Aimee Ramsey 4 D V4079 Kessler Park United Methodist Chur 1215 Turner Ave, Dallas, TX 75208 Monica Rachel Marianne F Morris 4 D V4081 Eladio Martinez Learning Center 4500 Bernal Dr, Dallas, TX 75212 Yolanda Jimenez Kendra Madison 4 D V4082 Jaycee Zaragoza Recreation Center 3114 Clymer Street, Dallas, TX 75212 Roberto Jr. Alonzo Nicole Renee Kunza 4 D V4083 J Moroles Expressive Arts Vanguard 1400 Walmsley Ave, Dallas, TX 75208 Sylvia Medrano Vacant 4 D V4085 Anita Martinez Recreation Center 3212 N Winnetka Ave, Dallas, TX 75212 Samuel Jr Baker Ana Theresa Zablah Monroe 4 D V4086 Grauwyler Park Recreation Center 7780 Harry Hines Blvd, Dallas, TX 75235 Mark W Baker Mari Ann Ann Ross 4 D V4087 Bachman Recreation Center 2750 Bachman Dr, Dallas, TX 75220 Vacant David Spears 4 D V4094 Park Forest Branch Library 3421 Forest Ln, Dallas, TX 75234 Matthew Calvert Vacant 4 D V4097 David G Burnet Elem School 3200 Kinkaid Dr, Dallas, TX 75220 Vacant Wayne Macnaughton 4 D V4110 Boucle Storey Middle School 3000 Maryland Ave, Dallas, TX 75216 Vacant Gladys Atkinson 131 Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 0211312 224 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Comm. Presiding Poll Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name District Party Code 4 D V4113 Mountain View Campus -Dallas College 4849 W Illinois Ave, Dallas, TX 75211 Sylvia Shuffield Donald Weeks 4 D V4300 Cockrell Hill City Hall 4125 W Clarendon Dr, Cockrell Hill, TX 75211 Thaxton Holmes Ruby Arletta Lee 4 D V4501 Suzanna Dickinson Elem School 1902 Palmer Trl, Grand Prairie, TX 75052 Hattie P Lanier -Hairston Kathryn Monette 4 D V4502 Betty Warmack Library 760 Bardin Rd, Grand Prairie, TX 75052 Behnam Rajabi Robert Baker 4 D V4507 Daniels Elementary Academy 801 Sw 19Th St, Grand Prairie, TX 75051 Patsy Ray Vance Meurer 4 R V4508 Ellen Ochoa Stem Acad Milam Elem 2030 Proctor Dr, Grand Prairie, TX 75051 Selena Hester Wofford Sharica Renea Reese 4 D V4509 Young Women's Ldrshp Acad-Arnold 1204 E Marshall Dr, Grand Prairie, TX 75051 Jeannette Pugh Trudy Ann Gill -Price 4 D V4511 Bowie Fine Arts 425 Alice Dr, Grand Prairie, TX 75051 Vacant Minh Quang Vuong 4 R V4512 Charley Taylor Recreation Center 601 E Grand Prairie Rd, Grand Prairie, TX 75051 David Clair Dykeman Lydia A Alcalan 4 D V4513 Grand Prairie Collegiate Institute 1502 College St, Grand Prairie, TX 75050 Vacant Elizabeth Caires 4 D V4514 Crosswinds High School 1100 N Carrier Pkwy, Grand Prairie, TX 75050 Archie Stephenson Richard Smith 4 D V4515 William B Travis World Lang Academy 525 Ne 15Th St, Grand Prairie, TX 75050 Andrea Katherine Barreiro Theresa Ann Hayes 4 R V4517 Eisenhower Elementary School 2102 N Carrier Pkwy, Grand Prairie, TX 75050 Vacant Vacant 4 D V4519 Ronald Reagan Middle School 4616 Bardin Rd, Grand Prairie, TX 75052 Michele Epps Jena Perkins 4 D V4520 Sam Rayburn Elementary School 2800 Reforma Dr, Grand Prairie, TX 75052 Vacant Paul Molinar 4 D V4521 Lorenzo De Zavala Academy 3410 Kirby Creek Dr, Grand Prairie, TX 75052 Vacant Philip D Zacharias 4 D V4522 Truman Middle School 1501 Coffeyville Trl, Grand Prairie, TX 75052 Vacant Conrad Alagaban 4 D V4525 L B Johnson Daep 650 Stonewall Dr, Grand Prairie, TX 75052 Dee Hart Stephanie Torres 4 D V4527 Hector P Garcia Elementary Sch 2444 Graham St, Grand Prairie, TX 75050 Rodney Chesnut Vance Roper 4 D V4528 Our Redeemer Lutheran Church -GP 4729 S Carrier Pkwy, Grand Prairie, TX 75052 Evelyn Gray Donna Green 4 D V4538 Global Leadership Academy 511 E Springdale Ln, Grand Prairie, TX 75052 Vacant Elizabeth Towne 4 R V4601 Sally B Elliot Elementary School 1900 S Story Rd, Irving, TX 75060 Roy Getting Vacant 4 D V4602 Nimitz High School 100 W Oakdale Rd, Irving, TX 75060 Carolyn Rose Fusinato Clara Tackett 4 D V4605 Otis Brown Elementary School 2501 W Tenth St, Irving, TX 75060 Vacant Elizabeth Carol Patton 4 D V4606 Lamar Middle School 219 Crandall Rd, Irving, TX 75060 Vacant Nadine Janssen 4 D V4607 Irving City Hall 825 W Irving Blvd, Irving, TX 75060 Magdalena Martins Debbie Ann Arnett 4 D V4608 J O Davis Elementary School 310 Davis Dr, Irving, TX 75061 Vacant Darrell Barry 4 R V4610 L B Barton Elementary School 2931 Conflans Rd, Irving, TX 75061 John Humen Vacant 4 D V4613 Irving High School 900 N O' Connor Rd, Irving, TX 75061 Vacant Dolores H Kelly 4 D V4616 John R Good Elementary School 1200 E Union Bower Rd, Irving, TX 75061 David Gutierrez Katherine Aaron 132 Attachment A — Presiding and Alternate Judge Appointments ZU23-ZU25 0211312 224 Item D. wG�lONS DEPgRT� F 2� a 9 l�qS CO� DALLAS COUNTY ELECTIONS DEPARTMENT Comm. District Presiding Party Poll Code Vote Center Name Vote Center Address Presiding Judge Name Alternate Judge Name 4 D V4618 David Crockett Middle School 2431 Hancock St, Irving, TX 75061 Vacant Stalin Michael 4 R V4619 Lively Elementary School 1800 Plymouth Dr W, Irving, TX 75061 Clarissa Lindsey Richard Gary Lang 4 D V4620 Oak Haven United Methodist Church 1600 N Irving Heights Dr, Irving, TX 75061 Sherron Molina Michael Basoco 4 D V4621 Thomas Haley Elementary School 3601 Cheyenne St, Irving, TX 75062 Saeed Purcell Vacant 4 D V4622 W T Hanes Elementary School 2730 Cheyenne St, Irving, TX 75062 Jennifer Lynn Bradford Diane Martin 4 D V4623 AS Johnston Elementary School 2801 Rutgers Dr, Irving, TX 75062 Carla Gay Nix Judith A Tolosa 4 D V4624 Brandenburg Elementary School 2800 Hillcrest Dr, Irving, TX 75062 David Bradley Kristin Cruise 4 D V4626 Macarthur High School 3700 N Macarthur Blvd, Irving, TX 75062 Vacant Claire Shahzad 4 D V4627 Irving Fire Station #8 650 Las Colinas Blvd E, Irving, TX 75039 Vacant Lois Shapard Mcgivern 4 D V4629 Bear Creek Community Church 2700 Finley Rd, Irving, TX 75062 Vacant Kevin Dale Reno 4 R V4630 T J Lee Elementary School 1600 Carlisle St, Irving, TX 75062 Melena Castro -Gonzales Amena Jamali 4 D V4631 Travis Middle School 1600 Finley Rd, Irving, TX 75062 Mark Vonnahme Theodore Harold Cole 4 D V4633 North Lake Campus -Dallas College 5001 N Macarthur Blvd, Irving, TX 75038 Martin Saenz Harold Jenkins 4 D V4634 Jack E Singley Academy 4601 N Macarthur Blvd, Irving, TX 75038 Vacant Paul Barry 4 D V4640 Houston Middle School 3033 W Country Club Rd, Irving, TX 75038 Francine Ling Ly Kathleen Tovson 4 D V4642 Irving Arts Center 3333 N Macarthur Blvd, Irving, TX 75062 Dorothy Chambers Judith Samuel 4 D V4646 Cardwell Career Preparatory Ctr 101 E Union Bower Rd, Irving, TX 75061 Vacant Samantha Moreno 4 D V4652 Britain Elementary School 631 Edmondson Dr, Irving, TX 75060 Benedict Parks Sally Sosa Chavira 4 D V4654 Irving Fire Station #2 1306 N Story Rd, Irving, TX 75061 Vacant Mary Binning - D Not Assigned - Aleia McDaniel D Not Assigned Ameenah Muhammad D Not Assigned Amos Lewis Coleman, Jr D Not Assigned Anthony Haoran Zhang D Not Assigned Carol Lunce D Not Assigned Chriss Sheppard D Not Assigned Chrisshone Reese D Not Assigned Danette Dickson D Not Assigned Daniel Macdonald D Not Assigned Dorethea Montgomery D Not Assigned Eduardo Garcia 133 HlldU II I I CI II H— rI tbiu g dim miLtl IId Lt Juug'e /APPU I I I l l l l C f l lJ LVLJ-LVLJ 0211312 224 Item D. wG�1pNs DEPgRT� FDALLAS COUNTY ELECTIONS DEPARTMENT O �'c 9 l�qS CO� Comm. Presiding District Party Poll Vote Center Name Code Vote Center Address Presiding Judge Name Alternate Judge Name D Not Assigned Edward Sanchez D Not Assigned Emma Vogler D Not Assigned Erica Culton D Not Assigned Felicia Bonner D Not Assigned Jakie Weldon Rice D Not Assigned Janai Sherrell D Not Assigned Jennifer Rivas D Not Assigned Jerry Roberson D Not Assigned Joann Simmons D Not Assigned Jon Andre Morales D Not Assigned Joyce Jaqua D Not Assigned Julia Danklef D Not Assigned Julia Jaramillo Vasquez D Not Assigned Julia Roach D Not Assigned Julie Richey D Not Assigned Keith Marton D Not Assigned Keria Mason D Not Assigned Kevin Valle D Not Assigned Lashawnda Hunter D Not Assigned Laura Williams Mccavit D Not Assigned Luther Dewayne Walker D Not Assigned Mark Lewis D Not Assigned Melba K Johnson D Not Assigned Michelle Edwards Johnson D Not Assigned Monica Rhena Parish D Not Assigned Nicole Hammond D Not Assigned Phelesha Rene Hamilton D Not Assigned Rick Rogers D Not Assigned Robert Deveau D Not Assigned Rose Elizabeth Dunshea 134 �«a�i ni 1c1 itr —ri cajun is anu —LcI na Lc iuugc r Fpvi I iu 11c1 I La 0211312 224 Item D. wG�1pNs DEPgRT� FDALLAS COUNTY ELECTIONS DEPARTMENT O �'c 9 l�qS CO� Comm. Presiding District Party Poll Vote Center Name Code Vote Center Address Presiding Judge Name Alternate Judge Name D Not Assigned Rudolfo Adame D Not Assigned Shelby Gooden D Not Assigned Stephanie Paris D Not Assigned Steven Griffin D Not Assigned Tara Patrick D Not Assigned Terra Williams D Not Assigned Twonda Benjamin D Not Assigned Vikki Nweke D Not Assigned Vivian Olivia Brown D Not Assigned Zachary Connerty-Marin D Not Assigned Zakiayyah M Stewart R Not Assigned James Wiederhold 135 �«a�i ni 1c1 itr —ri cajun is anu —LcI na Lc iuugc r Fvvi I iu 11c1 I La 0211312 224 Item D. 6 DALLAS COUNTY ELECTIONS DEPARTMENT Attachment H - Participating Political Subdivisions 2024 Joint Election May 4, 2024 1 City of Combine (COC) Robin Price city@combinetx.com 100 DAVIS RD. COMBINE 75159 2 City of Cedar Hill (COCH) Belinda Berg belinda.berg@cedarhilltx.com P.O. BOX 96 CEDAR HILL 75104 Rosie Ericson rosie.ericson@cedarhilltx.com 3 City of Grand Prairie (COGP) Mona Lisa Galicia mgalicia@gptx.org 300 W. MAIN STREET GRAND PRAIRIE 75050 Gloria Colvin gcolvin@gptx.org 4 City of Coppell (COCp) Ashley Owens aowens@coppelltx.gov 255 PARKWAY BLVD COPPELL 75019 5 City of Desoto (CODe) Alicia Thomas athomas@desototexas.gov 211 E. PLEASANT RUN, SUITEA DeSOTO 75115 6 City of Irving (COI) Shanae Jennings slennings@cityofirving.org 825 W. IRVING BLVD. IRVING 75060 7 Highland Park ISD (HPISD) Scott Drillette drilles@hpisd.org 7015 WESTCHESTER DR. DALLAS 75205 Hailey Dalrymple DalrymH@HPISD.ORG 8 Mesquite ISD (MISD) Dr. Leslie Feinglas Ieinglas@mesquiteisd.org 3819 TOWNE CROSSING BLVD. MESQUITE 75150 Lorie Lough Llough@mesquiteisd.org Sandra Gonzales Sgonzalezl@mesquiteisd.org Linda Samples Isamples@mesquiteisd.org 9 City of Garland (COG) Tracy Allmendinger tallmendinger@garlandtx.gov 200 N. FIFTH STREET GARLAND 75040 10 City of Sachse (Cosa) Leah Granger Igranger@cityofsachse.com 3815 SACHSE ROAD, BUILDING B SACHSE 75048 11 Town of Addison (TOA) Valencia Garcia vgarcia@addisontx.gov P.O. BOX 9010 ADDISON 75001 12 Grand Prairie ISD (GPISD) Debbie Torres debbie.torres@gpisd.org 2602 SOUTH BELT LINE RD. GRAND PRAIRIE 75052 13 D.C. Park Cities Municipal Utilities Dist. Hector Ortiz ortiz@parkcitieswater.com 1811 REGAL ROW DALLAS 75235 14 City of University Park (CUP) Christine Green cgreen@uptexas.org 3800 UNIVERSITY BLVD. UNIVERSITY PARK 75205 15 City of Wylie (COWY) Stephanie Storm stephanie.storm@wylietexas.gov 300 COUNTRY CLUB RD, WYLIE 75098 BUILDING 100, 1ST FL 16 City of Farmers Branch (COFB) Stacy Henderson Stacy.henderson@farmersbranchtx.gov 13000 WILLIAM DODSON PKWY. FARMERS BRANCH 75234 Erin Flores erin.flores@farmersbranchtx.gov 2/5/202410:04 AM Page 1 136 0211312 224 Item D. 6 DALLAS COUNTY ELECTIONS DEPARTMENT Attachment H - Participating Political Subdivisions 2024 Joint Election May 4, 2024 17 Garland ISD (GISD) Mechelle Hogan mnhogan@garlandisd.net 501 S JUPITER RD. GARLAND 75042 18 Richardson ISD (RISD) Wendy Evans wendy.evans2@risd.org 400 S GREENVILLE AVE. RICHARDSON 75081 David Pate david.Pate@risd.org 19 Carrollton -Farmers Branch ISD (CFBISD) Dee Canada canadad@cfbisd.edu 1445 N. PERRY RD. CARROLLTON 75006 Brian Moersch moerschb@cfbisd.edu Kim Castanon castanonk@cfbisd.edu Elizabeth Nelson enelson@wabsa.com 20 Dallas ISD (DISD) Tamara Jordan tjordan@dallasisd.org 5151 SAMUELL BLVD. SUITE 250 DALLAS 75228 Shantell Grant sgrant@dallasisd.org Fay Matthews -Bridge fmatthews@dallasisd.org Orlando Alameda oalameda@dallasisd.org Avery Anderson avwillia@dallasisd.org 21 City of Lewisville (COLe) Thomas Harris III tharris@cityoflewisville.com PO BOX 299002 LEWISVILLE 75029 Jennifer Malone jmalone@cityoflewisville.com 22 Town of Highland Park (TOHP) Joanna Mekeal jmekeal@hptx.org 4700 DREXEL DRIVE HIGHLAND PARK 75205 townsecretarv@b2Lx.org 23 Coppell ISD (CISD) Carol Snowden Csnowden@coppellisd.com 200 S. DENTON TAP ROAD COPPELL 75019 2/5/202410:04 AM Page 2 137 02/13/2024 Item D. DALLAS COUNTY ELECTIONS DEPARTMENT Attachment H - Participating Political Subdivisions _ 2024 Joint Election May 4, 2024 24 City of Hutchins (COH) Cynthia Olguin James Quin colguin@cityofhutchins.org j.quin@citvofhutchins.org PO BOX 500 HUTCHINS 75141 25 City of Wilmer (COW) Mayra A. Ortiz mortiz@citvofwilmer.net 128 N. DALLAS AVE. WILMER 75172 26 Town of Sunnyvale (TOS) Rachel Ramsey rachel.ramsev@townofsunnyvale.org 127 N. COLLINS ROAD SUNNYVALE 75182 27 28 29 Lancaster ISD (LISD) City of Seagoville (COS) Duncanville ISD Mone' Bryant Sonja Brown Sara Egan Jody Lofton monebryant@lancasterisd.org sonlabrown@lancasterisd.org Began@seagoville.us jlofton@duncanvilleisd.org 422 S. CENTRE AVENUE 702 N. HWY 175 710 S CEDAR RIDGE DR LANCASTER SEAGOVILLE DUNCANVILLE 75146 75159 75137 30 Dallas College Torsha McCarty Rosalind Jeffers tmccarty@dallascollege.edu RJeffers@dallascollege.edu 1601 BOTHAM JEAN BOULEVARD, SUITE 208 DALLAS 75215 31 City of Duncanville (CODu) Chiquita Taylor Chiguita.Taylor@duncanvilletx.gov 203 E. WHEATLAND RD. DUNCANVILLE 75116 32 Ferris ISD Loren Harbour (harbour@ferrisisd.org 301 E. 5th STREET FERRIS 75125 33 City of Balch Springs Cindy Gross Troi Cluse cgross@citvofbalchsprings.com Tcluse@citvofbalchsprings.com 13503 ALEXANDER ROAD BALCH SPRINGS 75181 34 City of Cockrell Hill Bret Haney Marcela Contreras bhanev@cockrell-hill.tx.us mcontreras@cockrell-hill.tx.us 4125 W. CLARENDON DRIVE DALLAS 75211 35 Dallas Central Appraisal District Cheryl Jordan Ken Nolan Randy Scott 0ordanc2@dcad.org nolank@dcad.org Scottr@dcad.org 2949 N. STEMMONS FWY DALLAS 75247 36 Desoto ISD Silvia Martinez Silvia. Martinez@DesotoISD.Org 200 E. BELTLINE ROAD DESOTO 75115 37 Sunnyvale ISD Becky Gilmore becky.gilmore@sunnyvaleisd.com 417 E. TRIPP ROAD SUNNYVALE 75182 38 City of Carrollton Chloe Sawatzky chloe.sawatzkv@citvofcarrollton.com 1945 E. JACKSON ROAD CARROLLTON 75006 2/5/202410:04 AM Page 3 138 0211312024 Item E. IAI fN CITY OF WYLIE Department Prepared By: City Secretary Stephanie Storm Wylie City Council AGENDA REPORT Account Code: nsider, and act upon, Resolution No. 2024-06(R) authorizing the City Manager to execute a Joint General and Special action Services Contract between the City of Wylie and the Rockwall County Elections Administrator to be administered the Rockwall County Elections Administrator for the May 4, 2024 Wylie General Election. to approve the Item as presented. the terms of this agreement, the City of Wylie and jurisdictions contracting with Rockwall County Elections ministration do hereby agree, pursuant to the provisions of the Texas Election Code, to hold a joint election for the General otion to be held on Saturday, May 4, 2024. The entities will contract with the Rockwall County Elections Administrator to Form various duties and responsibilities on behalf of the entities. The contract presented has specified duties and costs to sinister the election. This agreement, once executed, will formalize the joint General Election for May 4, 2024 between entities and approve the shared cost for the General Election. 2, Section I (c) of the Home Rule Charter allows the Council to cooperate with the government of any County for any purpose for the advancement of the interests of its inhabitants and cost savings to the taxpayers. The Election Code and encourages cities to contract with any county within its incorporated city limits for the administration of local ;kwall County Elections Administrator Christopher J. Lynch will administer the election for registered voters residing in incorporated city limits of Wylie within Rockwall County. F139] 0211312024 Item E. RESOLUTION NO.2024-06(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, HEREBY AUTHORIZING THE CITY MANAGER TO EXECUTE A JOINT ELECTION CONTRACT BY AND BETWEEN THE CITY OF WYLIE AND THE ROCKWALL COUNTY ELECTIONS ADMINISTRATOR FOR ADMINISTRATION OF THE MAY 4, 2024 WYLIE GENERAL ELECTION FOR THE CITY'S VOTERS RESIDING IN ROCKWALL COUNTY. WHEREAS, the City Council of the City of Wylie wishes to contract with Rockwall County Elections Administrator, Christopher J. Lynch to administer the May 4, 2024 General Election as referenced in the contract which is attached as Exhibit "A", and WHEREAS, Article 2, Section 1(c) of the Home Rule Charter allows the Council to cooperate with the government of any County for any lawful purpose for the advancement of the interests of its inhabitants and cost savings to the taxpayers. The Election Code allows and encourages cities to contract with any county within its incorporated city limits for the administration of local elections. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: The City Manager of the City of Wylie, Texas, is hereby authorized to execute, on behalf of the City Council of the City of Wylie, Texas, an Agreement by and between the City of Wylie and the Rockwall County Elections Administration for the Administration of the May 4, 2024 Wylie General Election for Rockwall County Voters. SECTION 2: This Resolution shall take effect immediately upon its passage. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, on this 13th day of February, 2024. Matthew Porter, Mayor ATTEST TO: Stephanie Storm, City Secretary Resolution No. 2024-06(R) — Rockwall County Election Administration Contract Page 1 of 2 F140] 0211312024 Item E. 1W41,11.]097M Contract for Election Services Resolution No. 2024-06(R) — Rockwall County Election Administration Contract Page 2 of 2 141 0211312024 Item E. THE STATE OF TEXAS COUNTY OF ROCKWALL JOINT ELECTION AGREEMENT AND CONTRACT FOR ELECTION SERVICES THIS Joint Election Agreement and Contract for Election Services ("Contract") is made by and between the Rockwall County Elections Administrator ("Elections Administrator") and political subdivisions ("Participating Authority" or "Participating Authorities") located entirely or partially inside the boundaries of Rockwall County. The complete list of Participating Authorities will be available after the filing deadline as prescribed by the Secretary of State's election calendar and will be listed as Attachment A. This Contract is made pursuant to Texas Election Code Sections 31.092 and 271.002 and Texas Education Code Section 11.0581 for a joint election to be held on the Uniform Election date of May 4, 2024, and administered by Christopher J. Lynch, Rockwall County Elections Administrator. This Contract supersedes any and all prior contracts and agreements to conduct joint elections between a Participating Authority and the Rockwall County Elections Office. RECITALS WHEREAS, each Participating Authority listed above plans to hold an election on May 4, 2024; WHEREAS, Rockwall County owns an electronic voting system, the Election System and Software (ES&S) EVS 6.0.2.0 voting system, which includes the DS200 precinct scanner, the DS450 central scanner and the ExpressVote ballot marking device and has been duly approved by the Secretary of State pursuant to Texas Election Code Chapter 122 as amended, and is compliant with the accessibility requirements for persons with disabilities set forth by Texas Election Code Section 61.012. The Participating Authorities desire to use Rockwall County's electronic voting system, to compensate Rockwall County for such use, and to share in certain other expenses connected with joint elections, in accordance with the applicable provisions of Chapters 31 and 271 of the Texas Election Code, as amended, and NOW THEREFORE, in consideration of the mutual covenants, agreements, and benefits to the parties, IT IS AGREED, as follows: I. ADMINISTRATION The Participating Authorities agree to hold a "Joint Election" with Rockwall County and each other in accordance with Chapter 271 of the Texas Election Code and this Contract. The Elections Administrator shall coordinate, supervise, and handle all aspects of administering the Joint Election as provided in this Contract. Each Participating Authority agrees to pay the Elections Administrator for equipment, programming, election personnel, supplies, services, and administrative costs as provided in this Contract. The Elections Administrator shall serve as the Election Officer for the Joint Election; however, each Participating Authority shall remain responsible for the decisions and actions of its officers necessary for the lawful conduct of its election. The Elections Administrator shall provide advisory services in connection with decisions to be made and actions to be taken by the officers of each Participating Authority as necessary. It is agreed that other political subdivisions and districts may wish to participate in the use of Rockwall County's electronic voting system and polling places, and it is agreed that the Elections Administrator may enter into other contracts for election services for those purposes, on terms and conditions generally similar to those set forth in this Contract. In such cases, costs shall be pro -rated among the participants according to Section XII of this Contract. II. LEGAL DOCUMENTS Each Participating Authority shall be responsible for the preparation, adoption, and publication of all required election orders, resolutions, notices, and any other pertinent documents required by the Texas Election Code and/or the Participating Authority's governing body, charter, or ordinances, except that the Elections Administrator shall be responsible for the preparation and publication of all voting equipment testing notices that are required by the Texas Election Code. Rev. 2/8/2024 142 0211312024 Item E. Election orders should include language that would not necessitate amending the order if any of the Early Voting and/or Election Day polling places change. Preparation of the necessary materials for notices and the official ballot language shall be the responsibility of each Participating Authority, including providing the text in English and Spanish. Each Participating Authority shall provide a copy of their respective election orders and notices to the Elections Administrator. III. NONPERFORMANCE The Elections Administrator will inform each Participating Authority of any problems or deficiencies in their respective performance of obligations under this contract, including but not limited to non -adherence to deadlines for requests for information of each Participating Authority by the Elections Administrator, and may set a reasonable period of time to cure or obtain adequate assurance that any such problems or deficiencies will be timely addressed and corrected. The Participating Authority's failure to cure problems or deficiencies related to its obligations, duties, and responsibilities in accordance with all terms and conditions of this Agreement will be considered in any future contracts with Elections Administrator or Rockwall County, and any Participating Authority failing to perform will reimburse Elections Administrator for any additional costs and expenses to Rockwall County, including all costs associated with interference of conducting the election. IV. VOTING LOCATIONS The Elections Administrator shall select and arrange for the use of and payment for all Election Day voting locations. Voting locations shall be compliant with the accessibility requirements established by Election Code Section 43.034 and the Americans with Disabilities Act (ADA). The proposed Election Day voting locations are listed in Attachment B of this Contract and may be amended. In the event a voting location is not available or appropriate, the Elections Administrator will arrange for use of an alternate location. The Elections Administrator shall notify the Participating Authorities of any changes from the locations listed in Attachment B. If polling places for the May 4, 2024, Joint Election are different from the polling place(s) used by a Participating Authority in its most recent election, the Participating Authority agrees to post a notice no later than May 4, 2024, at the entrance to any previous polling places in the jurisdiction stating that the polling location has changed and listing the Participating Authority's polling place names and addresses in effect for the May 4, 2024, election. This notice shall be written in both the English and Spanish languages. V. ELECTION JUDGES, CLERKS, AND OTHER ELECTION PERSONNEL The Elections Administrator will recruit all election workers. The Elections Administrator will take the necessary steps to insure that all election judges appointed for the Joint Election are eligible to serve and meet the eligibility requirements in Subchapter C of Chapter 32 of the Texas Election Code and meet any requirements to serve as an Election Worker set forth by the Rockwall County Commissioners Court. The Elections Administrator shall arrange for the training and compensation of all election judges, clerks, and election personnel. The Elections Administrator shall arrange for the date, time, and place for the presiding election judges to pick up their election supplies. As set forth in Sec. 32.009 of the Texas Election Code, each presiding election judge shall be given written notice of their appointment. The notice from the Elections Administrator will include the polling location and the number of election clerks the presiding judge may appoint. Each election judge and clerk will receive compensation at the hourly rate established by Rockwall County pursuant to Texas Election Code Section 32.091. The election judge, or his/her designee, will receive an additional sum of $25.00 for picking up the election supplies prior to Election Day and for returning the supplies and equipment to the central counting station after the polls close. 2 Rev. 2/8/2024 143 0211312024 Item E. The compensation rates established by Rockwall County are: Early Voting — Deputy Early Voting Clerk Supervisor ($16 an hour), Bilingual Deputy Early Voting Clerk ($16), Deputy Early Voting Clerk ($14 an hour) Election Day— Presiding Judge ($16 an hour), Bilingual Clerk ($16 an hour), Alternate Judge ($14 an hour), Clerk ($14 an hour) Election judges and clerks who attend voting equipment and procedures training shall be compensated for training hours at the hourly rates listed above. The Elections Administrator may employ other personnel as necessary for the proper administration of the election, including such part-time help as is necessary to prepare for the election, to ensure the timely delivery of supplies during Early Voting and on Election Day, for the efficient tabulation of ballots at the central counting station, and for the post- election processes conducted by warehouse personnel. Part-time personnel working in support of the Early Voting Ballot Board and/or central counting station on Election Night will be compensated at the hourly rate set by Rockwall County in accordance with Election Code Sections 87.005, 127.004, and 127.006. In accordance with Sec. 31.098 of the Texas Election Code, the Elections Administrator is authorized to contract with third persons for election services and supplies. The actual cost of such third -person services and supplies will be paid by the Elections Administrator and reimbursed by the Participating Authorities. VI. PREPARATION OF SUPPLIES AND VOTING EQUIPMENT The Elections Administrator, subject to approval of the Rockwall County Election Board, shall arrange for all election supplies and voting equipment including, but not limited to, Rockwall County's electronic voting system and equipment, official ballots, sample ballots, voter registration lists, and all forms, signs, maps and other materials used by the election judges at the voting locations. The Elections Administrator shall ensure availability of tables and chairs at each polling place and shall procure rented tables and chairs for those polling places that do not have a sufficient number of tables and/or chairs. The Elections Administrator shall be responsible for conducting all required testing of the electronic equipment, as required by Chapters 127 and 129 of the Texas Election Code. Joint participants shall share voting equipment and supplies to the extent possible. A single ballot containing all the offices or propositions stating measures to be voted on at a particular polling place may be used in a joint election. A voter may not be permitted to select a ballot containing an office or proposition stating a measure on which the voter is ineligible to vote. Multiple ballot styles shall be available in those shared polling places where jurisdictions do not overlap. The Elections Administrator shall provide the necessary voter registration information, maps, instructions, and other information needed to enable the election judges in the voting locations that have more than one ballot style to conduct a proper election. Each Participating Authority shall furnish the Elections Administrator with a list of candidates and/or propositions showing the order and the exact manner in which the candidate names and/or proposition(s) are to appear on the official ballot (including titles of offices and text in both English and Spanish languages). The Participating Authorities are required to submit information in a format or template requested by the Elections Administrator. Each Participating Authority shall be responsible for proofreading and approving the ballot insofar as it pertains to that authority's candidates and/or propositions. Each Participating Authority shall also be responsible for proofing and approving the ballot insofar as it pertains to that authority's candidates and/or propositions. In the event a Participating Authority identifies an error after approval of their respective ballot proof(s), and any programming and/or audio files require changes, the Participating Authority approving the original ballot and audio proof will be responsible for the full cost of reprogramming, if required. This will include the cost of reprogramming ballot language and/or audio files for other Participating Authorities as necessary due to software limitations. Early Voting by Personal Appearance and/or the use of Vote Centers, Texas Election Code Section 43.007, on Election Day shall be conducted exclusively on Rockwall County's EVS 6.0.2.0 electronic voting system. The Elections Administrator shall be responsible for the programming, preparation, testing, and delivery of the voting system equipment for the election as required by the Election Code. Rev. 2/8/2024 144 0211312024 Item E. The Elections Administrator shall conduct criminal background checks for relevant election officials, staff, and temporary workers upon hiring as required by Election Code 129.051(g). VII. EARLY VOTING The Participating Authorities agree to conduct joint Early Voting and to appoint the Election Administrator as the Early Voting Clerk in accordance with Sections 31.097 and 271.006 , Texas Election Code. Each Participating Authority agrees that the Elections Administrator will appoint all Deputy Early Voting clerks. The Participating Authorities further agree that the Elections Administrator may appoint other Deputy Early Voting clerks to assist in the conduct of Early Voting as necessary, and that these additional Deputy Early Voting clerks shall be compensated at an hourly rate set by Rockwall County pursuant to Section 83.052 of the Texas Election Code. Deputy Early Voting clerks who are permanent employees of the Rockwall County Elections Administrator may be paid from the election services contract fund for contractual duties performed outside of normal business hours (Sec. 31.100(e), Texas Election Code). Early Voting by personal appearance will be held at the locations, dates, and times listed in Attachment C of this document and may be amended. In the event a voting location is not available or appropriate, the Elections Administrator will arrange for use of an alternate location. The Elections Administrator shall notify the Participating Authorities of any changes from the locations listed in Attachment C. Any Rockwall County qualified voter of the Joint Election may vote early by personal appearance at any one of the joint Early Voting locations. As Early Voting Clerk, the Elections Administrator shall receive applications for Early Voting ballots to be voted by mail in accordance with Chapters 31 and 86 of the Texas Election Code. Any requests for Early Voting ballots to be voted by mail received by the Participating Authorities shall be forwarded immediately by fax or courier to the Elections Administrator for processing. If faxed, the original applications must be received by the election office within four days of receipt. The address of the Early Voting Clerk is as follows: Mailing Address Early Voting Clerk Rockwall County Elections Office 915 Whitmore Dr., Suite D Rockwall, TX 75087 Physical Location Rockwall County Elections Office 915 Whitmore Dr., Suite D Rockwall, TX 75087 After the first day of Early Voting, the Elections Administrator shall post on the Rockwall County Elections Office webpage, the Early Voting turnout by Early Voting polling location by day and a cumulative final Early Voting turnout report following the close of Early Voting. VIII. EARLY VOTING BALLOT BOARD The Rockwall County Election Administrator shall appoint members to an Early Voting Ballot Board (EVBB) to process Early Voting results from the Joint Election. The Elections Administrator, as chair of the Election Board, shall determine the number of EVBB members required to efficiently process the Early Voting ballots. IX. CENTRAL COUNTING STATION AND ELECTION RETURNS The Elections Administrator will take the necessary steps for establishing and operating the central counting station to receive and tabulate the voted ballots in accordance with the provisions of the Texas Election Code and of this Contract. The Counting Station Manager or an approved representative shall deliver timely cumulative reports of the election results as precincts report to the central counting station and are tabulated. The Counting Station shall be responsible for releasing unofficial cumulative totals and precinct returns from the election to the joint participants, candidates, press, and general public by distribution of electronic copies at the central counting station and by posting to the Rockwall County Elections Office webpage. To ensure the accuracy of reported election returns, results printed on the tapes produced by Rockwall County's voting equipment will not be released to the Participating Authorities at any individual polling locations. 4 Rev. 2/8/2024 145 0211312024 Item E. The Elections Administrator will prepare the unofficial canvass reports that are necessary for compliance with Election Code Section 67.004, after all precincts have been counted and will deliver a copy of the unofficial canvass to each Participating Authority as soon as possible after all returns have been tabulated. Each Participating Authority shall be responsible for the official canvass of its respective election(s). The official canvass of election shall not take place before May 7, 2024, and no later than May 15, 2024, as per the Texas election Code. The Elections Administrator will prepare the electronic precinct -by -precinct results reports for uploading to the Secretary of State as required by Section 67.017 of the Election Code. Each Participating Authority agrees to upload these reports. The Elections Administrator shall be responsible for conducting the post -election manual recount required by Section 127.201 of the Texas Election Code unless a waiver is granted by the Secretary of State. Notification and copies of the recount, if waiver is denied, will be provided to each Participating Authority and the Secretary of State's Office upon request. X. PARTICIPATING AUTHORITIES WITH TERRITORY OUTSIDE ROCKWALL COUNTY Rockwall County Elections will consider conducting elections in territories outside of Rockwall County on a case - by -case basis. XI. RUNOFF ELECTIONS Each Participating Authority shall have the option of extending the terms of this Contract through its runoff election, if applicable. In the event of such runoff election, the terms of this Contract shall automatically extend unless the Participating Authority notifies the Elections Administrator in writing within 3 business days of the original election. Each Participating Authority shall reserve the right to reduce the number of Early Voting locations and/or Election Day voting locations in a runoff election. Each Participating Authority agrees to order any runoff election(s) at its meeting for canvassing the votes from the May 4, 2024, election and to conduct its drawing for ballot positions at or immediately following such meeting in order to expedite preparations for its runoff election. Each Participating Authority eligible to hold runoff elections after the May 4, 2024, Uniform Election Date agrees that the date of a necessary runoff election shall be held in accordance with the Election Code. XII. ELECTION EXPENSES AND ALLOCATION OF COSTS Charges. In consideration for the joint election services provided hereunder by the Elections Administrator, the Participating Authorities will be charged a share of election costs, for election workers, an administrative fee, and for the lease of voting equipment. Share of Election Costs. Each Participating Authority's share of election costs will be: (i) entities under 1000 registered voters will pay a flat rate of $3500 which will be deducted from the total cost of the election. (ii) The remaining total cost of the election will be divided in half. (iii) one half of the election will be split equally by all remaining entities with 1000 or more registered voters. (iv) the other half of the expenses will be split on a weighted basis. a. Each Participating Authority's share of the remaining (allocated) costs will be determined as follows: The number of registered voters in each individual Participating Authority will be divided by the number of all registered voters of all Participating Authorities to determine each entity's pro rata share expressed as a percentage, which will then be multiplied against each of the 5 Rev. 2/8/2024 146 0211312024 Item E. allocated costs (remaining costs after the 'Under 1000 voters' charges are subtracted) as itemized on the final Total Cost report/invoice submitted to each Participating Authority after the election. The end result will be a charge to the Participating Authority of an equal division of participating authorities for half of the cost plus a pro rata share of the total of half the costs incurred by the Elections Administrator in connection with the administration of elections of other entities held at the same time as the election. 3. Lease of Voting Equipment. Per Texas Election Code Section 123.032(d), the Rockwall County Commissioners Court has established the following prices for leasing county -owned voting equipment: • $33.25 per ExpressVote Ballot Marking Device $57.50 per DS200 Precinct Scanner The Participating Authority's share of voting equipment costs will be determined on a pro rata basis. Leasing cost will be calculated once for the Early Voting period and once for Election Day. If the County acquires additional equipment, different voting equipment, or upgrades existing equipment during the term of this Contract, the charge for the use of the equipment may be reset by the Rockwall County Commissioners Court. 4. Administrative Fee. Each Participating Authority agrees to pay the Rockwall County Elections Administrator an administrative fee equal to ten percent (10%) of its total billable costs, in accordance with Section 31.100(d) of the Texas Election Code. The Elections Administrator shall deposit all funds payable under this Contract into the appropriate fund(s) within the Rockwall County treasury in accordance with Election Code Section 31.100. XIII. WITHDRAWAL FROM CONTRACT DUE TO CANCELLATION OF ELECTION Any Participating Authority may withdraw from this Contract and the Joint Election should it cancel its election in accordance with Sections 2.051 - 2.053 of the Texas Election Code. XIV. RECORDS OF THE ELECTION The Elections Administrator is hereby appointed general custodian of the voted ballots and all records of the Joint Election as authorized by Section 271.010 of the Texas Election Code. Access to the election records shall be available to each Participating Authority as well as to the public in accordance with applicable provisions of the Texas Election Code and the Texas Public Information Act. The election records shall be stored at the offices of the Elections Administrator or at an alternate facility used for storage of County records. The Elections Administrator shall ensure that the records are maintained in an orderly manner so that the records are clearly identifiable and retrievable. Records of the election shall be retained and disposed of in accordance with the provisions of Section 66.058 of the Texas Election Code. If records of the election are involved in any pending election contest, investigation, litigation, or open records request, the Elections Administrator shall maintain the records until final resolution or until final judgment, whichever is applicable. It is the responsibility of each Participating Authority to bring to the attention of the Elections Administrator any notice of pending election contest, investigation, litigation or open records request which may be filed with the Participating Authority. 6 Rev. 2/8/2024 147 0211312024 Item E. XV. RECOUNTS OR CONTESTED ELECTION A recount may be obtained as provided by Title 13 of the Texas Election Code. By signing this document, the presiding officer of the contracting Participating Authority agrees that any recount shall take place at the offices of the Elections Administrator or at a location of the Elections Administrator's choosing, and that the Elections Administrator shall serve as Recount Supervisor and the Participating Authority's official or employee who performs the duties of a secretary under the Texas Election Code shall serve as Recount Coordinator. In the event of a contested election, the expenses of a new election ordered by a court of competent jurisdiction or Participating Authority will be paid for and by the Participating Authority in accordance with Texas Election Code 221.014 The Elections Administrator agrees to provide advisory services to each Participating Authority as necessary to conduct a proper recount. XVI. MISCELLANEOUS PROVISIONS 1. The Elections Administrator shall file copies of this document with the Rockwall County Treasurer and the Rockwall County Auditor in accordance with Section 31.099 of the Texas Election Code. 2. Nothing in this Contract prevents any party from taking appropriate legal action against any other party and/or other election personnel for a breach of this Contract or a violation of the Texas Election Code. 3. This Contract shall be construed under and in accord with the laws of the State of Texas, and all obligations of the parties created hereunder are performable in Rockwall County, Texas. 4. In the event that one of more of the provisions contained in this Contract shall for any reason be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability shall not affect any other provision hereof and this Contract shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. 5. All parties shall comply with all applicable laws, ordinances, and codes of the State of Texas, all local governments, and any other entities with local jurisdiction. 6. The waiver by any party of a breach of any provision of this Contract shall not operate as or be construed as a waiver of any subsequent breach. 7. Any amendments of this Contract shall be of no effect unless in writing and signed by all parties hereto. 8. Participating Authority agrees to act in good faith in the performance of this agreement and shall immediately contact and notify the Elections Administrator of any potential problems or issues relevant to the subject matter of this contract. 7 Rev. 2/8/2024 148 0211312024 Item E. XVII. COST ESTIMATES AND DEPOSIT OF FUNDS The total estimated cost for the May 4, 2024, election is $75,000 and is based partly on the costs of the May 6, 2023, Joint Election. After the final determination has been made of whom the Participating Authorities will be and the Contracts are fully executed, the Elections Administrator shall provide each Participating Authority with an official cost estimate. Each Participating Authority's percent share of the estimated total cost is based on the number of registered voters and further described in Section XII.1. of this Contract. Each entity who qualifies for a flat rate fee must submit the full payment prior to the election. If requested, each Participating Authority agrees to pay the Rockwall County Elections Administrator a deposit of 50% of the estimated obligation no later than 30 days after receiving the official cost estimate. As soon as reasonably possible after the election, the Elections Administrator will submit an itemized invoice to each Participating Authority based on the actual expenses (supported by documentation such as time sheets, compensation forms, and invoices) directly attributable to the services provided by the Elections Administrator. The exact amount of each Participating Authority's obligation under the terms of this Contract shall be calculated after the election (or runoff election, if applicable); and, if the amount of an Authority's total obligation exceeds the amount deposited, the authority shall pay to the Elections Administrator the balance due within 30 days after the receipt of the final invoice from the Elections Administrator. However, if the amount of the authority's total obligation is less than the amount deposited, the Elections Administrator shall refund to the authority the excess amount paid within 30 days after the final costs are calculated. 8 Rev. 2/8/2024 149 0211312024 Item E. XVIII. SIGNATURE PAGE WITNESS BY MY HAND THIS THE DAY OF 2024. ELECTIONS ADMINISTRATOR: Christopher J. Lynch, Elections Administrator Rockwall County, Texas WITNESS BY MY HAND THIS THE DAY OF 12024. PARTICIPATING AUTHORITY: Name of Participating Authority: City of Wylie By: Printed Name: Brent Parker Official Capacity: City Manager This page may be updated by the Participating Authority to reflect the names, titles and signatures of additional signees. 9 Rev. 2/8/2024 150 0211312024 Item E. ATTACHMENT A (To be provided after the final day to cancel an election as prescribed by the Texas Secretary of State's Election Law Calendar) County Cities Municipal Utility Districts (MUD's) Central Appraisal Districts List of Participating Authorities 10 Rev. 2/8/2024 151 0211312024 Item E. ATTACHMENT B Election Day Voting Locations for Countywide Vote Centers TBD The Center at Rockwall City Place, Lone Star Room, 108 E Washington St, Rockwall, 75087 Fate City Hall, Council Chambers, 1900 CD Boren Pkwy, Fate 75087 Gene Burton College & Career Academy, Lecture Hall, 2301 John King Blvd, Rockwall, 75032 Heath City Hall, Community Room, 200 Laurence Dr, Heath 75032 McLendon -Chisholm City Hall, Council Chambers, 1371 W FM 550, McLendon -Chisholm, 75032 Our Savior Lutheran Church, Fellowship Hall, 3003 Horizon Rd, Rockwall, 75032 Ridgeview Church, Fellowship Hall, 1362 E FM 552, Rockwall, 75087 Rockwall Area Chamber of Commerce, Innovation Room, 697 E Interstate 30, Rockwall, 75087 Rockwall County Library, Community Room, 1215 E Yellowjacket Ln, Rockwall, 75087 Rockwall Golf & Athletic Club, Amenity Center Crown Room, 2650 Champions Dr, Rockwall, 75087 Rockwall ISD Admin. Bldg, Gym, 1050 Williams St, Rockwall, 75087 Rowlett Utility Customer Service Center, Conference Room, 6602 Dalrock Rd, Conference Room, Rowlett, 75088 Royse City City Hall, Mellody Room, 305 N Arch St, Royse City, 75189 11 Rev. 2/8/2024 152 0211312024 Item E. ATTACHMENT C Early Voting Locations Early Voting by personal appearance will be conducted beginning on Monday, April 22, 2024, and ending on Tuesday, April 30, 2024, at: (La votacion anticipada por presentacion personal se llevara a cabo a partir del lunes 22 de Abril de 2024 y finalizara el Martes 30 de Abril de 2024 en.) Main Location - ubicacion principal Rockwall: Rockwall County Library, Community Room, 1215 E Yellowjacket Ln, Rockwall, 75087 Full -Time Branch Locations — ubicaciones de sucurales tiempo complete TBD Fate: Fate City Hall, Council Chambers, 1900 CD Boren Pkwy, Fate, 75087 Heath: Heath City Hall, Community Room, 200 Laurence Dr, Heath, 75032 Royse City: Royse City City Hall, Mellody Room, 305 N Arch St, Royse City, 75189 12 Rev. 2/8/2024 153 0211312024 It F. IAI fN Wylie City Council CITY OF WYLIE AGENDA REPORT Department: Animal Services Account Code: Prepared By: Shelia Patton and place on file. the Animal Shelter to approve the Item as presented. Board report to Citv Council. ASAB met on February 7, 2024. The attached minutes, statistical reports, and inspections were considered, approved, -d on file. This report is being submitted as required by City ordinance. E 2/07/20202/1F. 3/2024 Item 41tem 1. � 1A.1 Animal Shelter Advisory Board CITY OF WYLIE Minutes Regular Meeting October 11, 2023 — 6:00 pm Wylie Municipal Complex — Council Chambers 300 Country Club Road, Bldg. 100 Wylie, TX 75098 CALL TO ORDER Announce the presence of a Quorum. Amber Porter called to order the Animal Shelter Advisory Board meeting at 6:04 p.m. Board members present Shelia Patton, Lt. Matt Miller, Amber Porter, Jeff Forrester, Joe Webb, and Susan Cranford. Dr. Brad Abraham and Laurie Black are absent. Quorum is present. INVOCATION The invocation was given by Jeff Forrester. CITIZENS COMMENTS ON NON -AGENDA ITEMS Residents may address Council regarding an item that is not listed on the Agenda. Residents must fill out a non -agenda form prior to the meeting in order to speak. Council requests that comments be limited to three (3) minutes. In addition, Council is not allowed to converse, deliberate, or take action on any matter presented during citizen participation. REGULAR AGENDA 1. Consider and act upon the Animal Shelter Advisory Board minutes of July 12, 2023. (ASAB Chair) Board Action A motion was made by Jeff Forrester to accept the Animal Shelter Advisory Board minutes of July 12, 2023, as presented. Joe Webb seconded to accept the Animal Shelter Advisory Board minutes of July 12, 2023, as presented. A vote was taken, and the motion passed unanimously. Jeff Forrester stated that Dr. Brad Abraham was misspelled on page four of the July 12th minutes. Minutes October 11, 2023 Animal Shelter Advisory Board Page 1 02/13/2024 Item F. E 2/07/2024/tem 1. Consider and place on file the 2023 third-quarter statistical information for shelter operations. (ASAB Chair) Board Action A motion was made by Susan Cranford to accept and place on file the 2023 third-quarter statistical information for shelter operations, as presented. Jeff Forrester seconded to accept and place on file the 2023 third-quarter statistical information for shelter operations, as presented. A vote was taken, and the motion passed unanimously. WORK SESSION WS1. Discuss Animal Services facility's current status, needs for improvement, and future growth. Lt. Matt Miller discussed the process of getting a consultant to look at the shelter for our current and future needs. He also discussed the rough quote for the existing building to be restructured. This restructuring is only for immediate needs. Shelia Patton stated that the quote was for an explanation of the state quarantine rooms, two isolation rooms for sick or injured animals, staff bathrooms, showers, an intake room, and restructuring hallways. The goal is to have separate buildings for Animal Services operations and the adoption center. Joe Webb asked about the square footage and if we would lose any yards for the animals. Lt. Matt Miller answered that we are waiting for the consultant so we will have a better idea of what needs to be done. Jeff Forrester asked if this quote is for both the additional building and the restructuring of the current building. Lt. Matt Miller stated that the quote is for restructuring the existing building for immediate needs. He also said that tonight's meeting is to get feedback from the board members on the consultant and the restructuring of the existing building. Jeff Forrester wants to be sure that changes to the existing building are done after the consultant looks at everything so we don't make changes to the changes. He also thinks this is definitely something that we need to do and is worthy of going up to the council for a work session. Joe Webb asked if it would make sense to build up instead of out because it is cheaper to build one foundation. Lt. Matt Miller stated that we will rely on the consultant and engineering for that. He also wanted to clarify that the consultant would check everything before we started restructuring the current building. Amber Porter stated that her only concern is what the consultant will say about the existing building. Susan Cranford noted that she agrees with Amber Porter. She also said that this has to be done for the sake of the animals and the employees. She is looking forward to what the consultant will say. Amber Porter wants to be sure this is for the future, too. She wants the new facility to last as long or longer as the old one. Lt. Matt Miller stated that this will also have to be approved by the state. Minutes October 11, 2023 Animal Shelter Advisory Board Page 2 02/13/2024 Item F. 02/07/2024 Item 1. Shelia Patton stated that the DSHS will need to approve the plans because we are a state -approved quarantine facility. Jeff Forrester asked if we had a timeline for restructuring the existing facility. Lt. Matt Miller stated that we haven't gotten that far. It was just a rough estimate quote so we would have a rough idea of the cost of the restructuring. Jeff Forrester asked what is the wait time from the state. Shelia Patton said it would not take long for the state to approve the plans. Also, this is a specialty consultant, so we shouldn't hit many roadblocks to get the consultant. Lt. Matt Miller said that the ball will be rolling very quickly with getting the consultant. Jeff Forrester stated that there are only three council meetings left if we want it on the agenda before the end of the year. Joe Webb asked if we had any drawings of the restructuring. Lt. Matt Miller said we have some rough sketches that he could send out but that the consultant still needs to look at them. He also wants everyone to know that Lt. Trey Cotten will be the new liaison at the next meeting sometime in February. ADJOURNMENT Motion was made by Susan Cranford and seconded by Jeff Forrester to adjourn the meeting. With no further business before the board, the board's consensus was to adjourn at 6:50 p.m. ATTEST: Shelia Patton, ASAB member Minutes October 11, 2023 Animal Shelter Advisory Board Page 3 ASAB Chair 0211312024 Item F. Animal Shelter Advisory Board Report October thru December 2023 Dogs Cats Others Total Impounds 147 33 69 249 Owner Surrender 0 0 0 0 Stray 126 16 13 155 Quarantine 10 3 0 13 Safe Keeping 3 2 0 5 DOA 8 12 24 44 Trapped by resident 0 0 32 32 Born at Shelter 0 0 0 0 Dispositions Dogs Cats Others Total Return to Owner 116 3 1 120 Adopted 24 24 1 49 Rescued 0 0 2 2 Euthanized 3 2 12 17 Other 1 0 1 291 30 Euthanasia Reason Behavioral 1 0 0 1 Medical 2 2 3 7 Policy- H.R.R.0 0 0 9 9 Wild Animal 0 0 0 0 Euthanasia for dogs 1.95% Euthanasia for cats 6.06% Euthanasia for dogs & cats Dogs at facility at end of report: 11 Dogs at facility at beginning of report: 15 Cats at facility at end of report: 3 Cats at facility at beginning of report: 12 total 2.67% Euthanasia Rate for Facility October 1, 2023 thru December 31, 2023: 2.67% Euthanasia Rate for Facility January 1, 2023 thru December 31, 2023: 4.91 % 158 0211312024 Item F. Animal Shelter Advisory Board Report January thru December 2023 Dogs Cats Others Total Impounds 571 184 306 1061 Owner Surrender 13 9 0 22 Stray 431 94 71 596 Quarantine 63 11 0 74 Safe Keeping 19 6 0 25 DOA 36 58 140 234 Trapped by resident 0 6 95 101 Born at Shelter 9 0 0 9 Dispositions Dogs Cats Others Total Return to Owner 409 15 5 429 Adopted 121 86 8 215 Rescued 3 7 25 35 Euthanized 14 20 29 63 Other 11 21 1001 103 Euthanasia Reason Behavioral 6 0 0 6 Medical 5 17 9 31 Policy- H.R.R.0 3 3 20 26 Wild Animal 0 0 0 0 Euthanasia for dogs 2.50% Euthanasia for cats 15.04% Euthanasia for dogs & cats Dogs at facility at end of report: 11 Dogs at facility at beginning of report: 24 Cats at facility at end of report: 3 Cats at facility at beginning of report: 7 total 4.91 % Euthanasia Rate for Facility January 1, 2023 thru December 31, 2023: 4.91 % 159 0211312024 It F. Animal Shelter Advisory Board Report TNR October thru December 2023 Impounds Trapped 17 Dispositions Euthanized 0 Released 17 Other 0 Total 17 Euthanasia Reason Behavioral 0 Medical 0 Policy- H.R.R.0 0 Wild Animal 0 FeLV 0 0211312024 Item F. Animal Shelter Advisory Board Report TNR January thru December 2023 Impounds Trapped 30 Dispositions Euthanized 1 Released 29 Other 0 Total 30 Euthanasia Reason Behavioral 0 Medical 1 Policy- H.R.R.0 0 Wild Animal 0 Fel-V 0 EU: TNR Caretaker assistance District 7 Head Trauma: Second Quarter 161 0211312024 Item F. _� ,� 1,§�,T'l � � �-I a �3.* I- ' = - % . " v DIAMOND -DR z ��°'r 9 w w e ` `Brockd'al w ❑ m' l�fkcr.�aIAI PEARLY-� `_n-VAL•OR•WAY ¢ a� aa�, / PEARLyNAY w J w �[� a� 4�ygv° E w �_. GATE WAY a EDGE�_n ° �. f 11�� o SAPPIf1RE{ 1 6fl� _ _ �-' BELIEVER �G �° L � Im ervices e,/., .. A e . 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PRIVATE OAD zzoo� z, O ❑ LEGEND -Major Roads -Road Centerlines Park Golf Course DISTRICT NUMBER =1 =2 03 �4 �-15 -6 07 =8 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Miles ', I I I I I I I I I I Compiled by G STAFFORD May 22, 2023 Esri Community Maps Contributors, Texas Parks & Wildlife, Esri, HERE, Garm in, SateGraph, _. - /Al V ,?�/11 z co / a C/O Z LuTi �� =d COUPIT�-RO_�- 0 2 , / - - O / -.. _ I - z - vim - z l n ❑ _ V////, . ,v _ _ r T • I _ , E114E5TONE=MEADOW DR } 1I o _ I 4 Q . w\\ I ,. .:. q � Y COUNTY G1= :,vn o� 1 0 ROAD g1O Dy w 11 /f�+ <rli ep�y� R 1t COUNTY-ROAD-y8g.- Z= � 5. �i , %zo ! , r m rn � 0, 'PJ °�°� a = n �. f' �a ,0 e p ¢ I 1. 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NLS, Q5, NM�4, Geodatastyreisen, Rijkswaterstaat, G A, Geoland, FEMA, Intermap and the GIS user community r 1. 11 L �� :! I .1 I I .. - ... . - , I .___1 r�� r '/J F. Inspection for Animal Shelter, Impoundment, and Rabies Quarantine Facilities 02/13/2024 Item r Date �o[. Name of Manager_ �¢ �"'' `�t Registration No. Name of Establishment V`/ Y r I? flrllrMe, Inspector A Location of Establishment_ -1 f f7lNjlc 13-,'l Ii!� %ailing Address City k/LePE? State Zip Code Phone -17� yo �— y County Cad ����✓ Note to Inspector: Put Yes, No, or N/A (Not Applicable) in the columns to the right of the question. A. General - ITAC Section 1 1. Is the facility structurally sound and maintained in good repair in order to protect the animals from injury, contain them, and prevent transmission of diseases? [Water and Electric Power 2. Does the facility have reliable and adequate electricity to comply with other requirements? 3. Does the facility have fresh, clean water available? 4. Are food and bedding stored to protect them against infestation or contamination by vermin? 5. Is a refrigerator available forperishable foods? Waste Disposal 6. Are there provisions for the removal and disposal of animal and food wastes, bedding, dead animals, and debris? 7. Are disposal facilities operated in a manner that minimizes vermin infestations, odors, and disease hazards? 8. Is there a suitable method for rapidly and safely removing water and other liquid wastes? Washrooms and Sinks . Are there facilities (such as washrooms, basins, or inks) for employees to wash their hands? 10. For facilities located in a county with a population of 75,000 or over (only), in accordance with THSC Section 823.003: a. Are animals separated by species and by sex? b. If not related to one another, are animals of relatively the same size sharing cages/pens? c. Are sick or injured animals segregated from healthy animals? 11. For facilities located in a county with a population of '75,000 or over (only), in accordance with THSC Section 823.005: IHas the governing body of the city or county in which the shelter is located established an advisory committee to assist in compliance with THSC Chapter 823? 14. Are animals protected from cold and inclement weather and direct effects of wind, rain, and snow? Y-- /S 15. Is auxiliary heat or bedding provided if the temperature is below 50T when animals are present? Cooling and Ventilation 16. Are animals protected from any form of overheating f and from direct rays of the sun? 17. Are fresh air and adequate ventilation to minimize drafts, odors, and moisture condensation provided? 18. Is extra ventilation, such as fans or air conditioning, `S provided in indoor facilities if the temperature is 85°F or .above when animals are present? / 19. Is lighting adequate to permit routine inspection and YYcleanin ? `(- .20. Are primary enclosures situated to protect the animals from excessive illumination (man-made or natural)? Construction ,1 .21. Is the facility constructed to protect the animals and f l `7 not create a health risk or public nuisance? 22. Are building surfaces constructed and maintained so that they are impervious to moisture and can be readily Vsanitized? ` 23. Is the floor made of durable, nonabsorbent material? '( Primary Enclosures 112. Does the facility keep records on each animal? 1 `7`5 1 13. Do records document animal description, impoundment and disposition dates, and method of disposition? L 1 24. Are primary enclosures structurally sound, maintained, and constructed with surfaces that are (��( impervious to moisture and can be readily sanitized? / 1 25. Do primary enclosures enable the animal to remain dry and clean and protect the animal's feet and legs y( from injury? ` I 26. Do the cages and kennels provide enough space for each animal to make normal postural adjustments without touching the top of the enclosure, including turning freely, standing easily, sitting, stretching, moving its head, lying in a comfortable position with limbs extended, and moving and assuming a comfortable posture for feedinq, drinkinq, urinatinq, and defecating? . ITAC Section I 27. Are dogs and cats fed at least once a day or more often as appropriate for the age and condition of the animal, except as directed by a veterinarian? Are other animals fed as described on packaging of a commercial, ,( species -specific food or as directed by a veterinarian I (see #32 for ferret requirements)? TAC=Texas Administrative Code, THSC=Texas Health and Safety Code Inspector Initials: Date: 163 Facilitv: ], /L,// ^P �/✓! /►� / ) '/ l �T �/ RRnistration Nor 02 I312024 It,, F. Feeding cont. I( / Rabies Quarantine Facilities (Completed by DSHS Only) - [TAC Section 169.27(a)] 38. Is there documentation of twice -daily observations of, quarantined animals? Rabies Quarantine Facilities (Completed by DSHS Only) - [TAC Section 169.28(a) and THSC Section 826.042 :28. Is food wholesome, palatable, free from contamination, of sufficient nutritive value to meet daily (requirements, and accessible to animals? I 29. Are food pans kept clean and sanitary, and if disposable food pans are used, are they discarded after each feeding? ys ` 39. Does the facility have a written Standard Operating Procedure (SOP)? f C. Watering - [TAC Section 169.26(c)] :30. Do animals have convenient access to fresh water and its it offered at least twice daily for at least an hour (except 1.41. as directed by a veterinarian)? 31. Are the water bowls clean and sanitarv? 40. Is the SOP specific for the facility? c Is the SOP posted or otherwise readily available to all employees? y (j S ( 42. Is the SOP designed to ensure effective and safe quarantine procedures? 32. Do domestic ferrets have 24-hour access to water in a drinking bottle and to food? .43. Do enclosures have solid walls to prevent physical contact between animals? y I D. Sanitation - AC Section 169.26d ] 33. Are excreta removed from primary enclosures often enough to prevent contamination of the animals (at least once a day)? `"1 .44. Are the primary enclosures enclosed on all sides, including the top, to prevent escape? j 45. Does each quarantine run, cage, and kennel containing a quarantined animal have a "Rabies Quarantine" placard/sign posted on it? f 34. Are cages, rooms, and pens maintained in a sanitary condition? C For Facilities Suibjuct to THSC Chapter 829 (Located in Non-exempt County) — (Sections 829.002 and 829.007) 35. Are the building and premises kept clean? E IE. Pest Control - AC Section 169.26 a 36. Is there a regular program in place for control of insects, ectoparasites, and other pests? �� % .46. This standard is for purposes of meeting requirements set forth in THSC Chapter 829 only. Are all employees whose primary job is to enforce animal control laws in compliance with training requirements (Sec. 829.002)? If so, this inspection form serves as a certificate of compliance per Section 829.007. < / 37. Is the facility free of visible signs of rodents and are other vermin infestations kept to a minimum at all times? L/t� This facility has approximately G -cat cages and :� dog cages/pens. When the facility was inspected today, it was housing approximately �� cats and _ 1 —dogs. Inspector Comments: FacilityRating: Satisfactory 9 Y If applicable, timeline for probationary period ❑ Check here if additional inspector comments are attached Unsatisfactory Probation As the inspector, I certify that I have personally inspected this facility and that it conforms to the statements above. a .h-//--,q3 Inspector Si ature Date ow a awls ge completion and receipt of the inspection form: A -) nA copy O& signature) Date (v fL.a I2--�g��3 Regional Zoonosis Control (ZC) Veterinarian Date White original and yellow copy to DSHS Regional Office after Inspector's and Manager's signatures. Regional Office retains yellow copy after ZC TEXAS Veterinarian's signature and returns original with all signatures to facility. Health and Humart I Texas Department of State Services Health Services TAC=Texas Administrative Code, THSC=Texas Health and Safety Code Zoonosis Control DSHS=Texas Department of State Health Services 08/18 Stock No. Z-3 164 02/13/2024 Item F. ❑alp Name of Manager tit `" �! i Inspection for Animal Shelter, Impoundment, and Rabies Quarantine Facilities {� Registration No. ` -�' O Name of Establishment Inspector Jvfm Location of EstablishmenjO # Y- t i W i ie Mailing Address City_ ! State Zip Code C PhoneCounty i f ! ► 11.1 Note to Inspector: Put Yes, No, or N/A (Not Applicable) in the columns to the right of the question. A. General - [TAC Section 169.26 a —,,-,Heating ;Structural Strength 14. Are animals protected from cold and inclement weather and direct effects of wind, rain, and snow? 1. Is the facility structurally sound and maintained in good (repair in order to protect the animals from injury, contain them, and prevent transmission of diseases? 15. Is auxiliary heat or bedding provided if the Itemperature is below 50T when animals are present?_ ---cooling and Ventilation 'Water and Electric Power_ 16. Are animals protected from any form of overheating 2. Does the facility have reliable and adequate electricity to comply with other requirements? i .and from direct rays of the sun? 17. Are fresh air and adequate ventilation to minimize drafts, odors, and moisture condensation provided? 3. Does the facility have fresh, clean water available? Storage .4. Are food and bedding stored to protect them against 18. Is extra ventilation, such as fans or air conditioning, infestation or contamination by vermin? [ (provided in indoor facilities if the temperature is 85T or ,above when animals are present? 5. Is a refrigerator available for perishable foods? Waste Disposal Li htin 15. Are there provisions for the removal and disposal of 19. Is lighting adequate to permit routine inspection and animal and food wastes, bedding, dead animals, and \1 cleaning? idebris? j 20. Are primary enclosures situated to protect the 7. Are disposal facilities operated in a manner that minimizes vermin infestations, odors, and disease animals from excessive illumination (man-made or inatural)? �l Construction Ihazards? r ;B. Is there a suitable method for rapidly and safely :21. Is the facility constructed to protect the animals and removing water and other liquid wastes? Inot create a health risk or public nuisance? ` Washrooms and Sinks 22. Are building surfaces constructed and maintained so 9. Are there facilities (such as washrooms, basins, or 'that they are impervious to moisture and can be readily sinks) for employees to wash their hands? sanitized? 23. Is the floor made of durable, nonabsorbent material? Primary Enclosures ,Management _ _ :24. Are primary enclosures structurally sound, 10. For facilities located in a county with a population of '75,000 or over (only), in accordance with THSC Section imaintained, and constructed with surfaces that are ;823.003: impervious to moisture and can be readily sanitized? a. Are animals separated by species and by sex? 25. Do primary enclosures enable the animal to remain dry and clean and protect the animal's feet and legs b. If not related to one another, are animals of relatively the same size sharin cages/pens? From injury? c. Are sick or injured animals segregated from healthy animals? :26. Do the cages and kennels provide enough space for each animal to make normal postural adjustments without touching the top of the enclosure, including turning freely, standing easily, sitting, stretching, moving 11. For facilities located in a county with a population of '75,000 or over (only), in accordance with THSC Section ;823.005: its head, lying in a comfortable position with limbs extended, and moving and assuming a comfortable posture for feeding, drinking, urinating, and defecatin ? Has the governing body of the city or county in which the :shelter is located established an advisory committee to B. Feeding - [TAC Section 169.26(b)] ,assist in compliance with THSC Chapter 823? I Records 27. Are dogs and cats fed at least once a day or more often as appropriate for the age and condition of the animal, except as directed by a veterinarian? Are other (animals fed as described on packaging of a commercial, species -specific food or as directed by a veterinarian (see #32 for ferret requirements)? 12. Does the facility keep records on each animal? 13. Do records document animal description, impoundment and disposition dates, and method of disposition? TAC=Texas Administrative Code, THSC=Texas Health and Safety Code Inspector Initials: _ Date: _ _ 165 � r � Facility,\W#f j 1( Al i ►f) ;� � �f��� l �� )' Registration No: 0"') - `� 1 F0211312024 Item F. Feedin dont. - Rabies Quarantine Facilities (Completed by DSHS Only) - [TAC Section 169.27(a)] 28. Is food wholesome, palatable, free from 38. Is there documentation of twice -daily observations of contamination, of sufficient nutritive value to meet daily requirements, and accessible to animals? quarantined animals? :29. Are food pans kept clean and sanitary, and if disposable food pans are used, are they discarded after Rabies Quarantine Facilities (Completed by DSHS Only) - [TAC Section 169.28(a) and THSC Section each feeding? r 826.042 39. Does the facility have a written Standard Operating Procedure (SOP)? C. Watering - FAC Section 169.26(c)] _ � « 30. Do animals have convenient access to fresh water and .40. Is the SOP specific for the facility?__ 141. Is the SOP posted or otherwise readily available to ;all employees? \/ P its it offered at least twice daily for at least an hour (except as directed by a veterinarian)? .42. Is the SOP designed to ensure effective and safe _ 31. Are the water bowls clean and sanitary? '32. Do domestic ferrets have 24-hour access to water in a ;drinking bottle and to food? quarantine procedures? 43. Do enclosures have solid walls to prevent physical contact between animals? l i D. Sanitation - AC Section 169.26 d 33. Are excreta removed from primary enclosures often enough to prevent contamination of the animals (at least .44. Are the primary enclosures enclosed on all sides, including the top, to prevent escape? 1 once a day)? 34. Are cages, rooms, and pens maintained in a sanitary condition? 45. Does each quarantine run, cage, and kennel containing a quarantined animal have a "Rabies Quarantine" lacard/sin posted on it? r For Facilities Subject to THSC Chapter 829 (Located 35. Are the building and premises kept clean? in Non-exempt County) — (Sections 829.002 and 829A07) E. Post Control - rTAC Section 169.26(e)] 36. Is there a regular program in place for control of insects, ectoparasites, and otherpests? Y 46. This standard is for purposes of meeting requirements set forth in THSC Chapter 829 only. Are all employees whose primary job is to enforce animal control laws in compliance with training requirements (Sec. 829.002)? If so, this inspection form serves as a + j 37. Is the facility free of visible signs of rodents and are ether vermin infestations kept to a minimum at all times? J 1 certificate of compliance per Section 829.007. This facility has approximately _ cat cages and _ dog cages/pens. When the facility was inspected today, it was housing approximately cats and dogs. Inspector Comments: ❑ Check here if additional inspector comments are attached Facility Rating: Satisfactory Unsatisfactory Probation If applicable, timeline for probationary period As the inspector, I certify that I have personally inspected this facility and that it conforms to the statements above. Inspector Signature Date TF a signatures below acknowledge completion and receipt of the inspection form: Manager (retain pink bop — after signature) Dete Regional Zoonosis Control (ZC) Veterinarian vaLr; White original and yellow copy to DSHS Regional Office after Inspector's and Manager's signatures. Regional Office retains yellow copy after ZC Veterinarian's signature and returns original with all signatures to facility. TAC=Texas Administrative Code, THSC=Texas Health and Safety Code co HE ASuman f Texas Department of State 4� nd Services Health Services Zoonosis Control F166] d 0211312024 ttem G. IAI CITY OF WYLIE Department: Prepared By Wylie City Council AGENDA REPORT Engineering Account Code: 413, 414, NTMWD Tim Porter ider, and act upon, approval of Resolution 2024-07(R) authorizing the City Manager of the City of Wylie to execute, f of the City Council of the City of Wylie, the Highway Crossing Overpass Construction Agreement between The Kan Southern Railway Company, Collin County, and the City of Wylie, Texas concerning the construction of the brit ad mainline crossing of the Park Boulevard Extension project. to approve the Item as presented. ,k Boulevard Extension is a Collin County afforded and managed project that provides a 4-lane roadway from the east end Park Boulevard at FM 2514 to the north end of Spring Creek Parkway, just north of Hwy 78. The subject Agreement ablishes access rights, construction requirements, and maintenance responsibilities for The Kansas City Southern Railway mpany, Collin County, and the City of Wylie at the bridge area outlined in Exhibit B-1 to the Agreement. Railroad, by executing this Agreement, issues an aerial license for the portion of the bridge crossing the railroad tracks right-of-way, allowing the County to construct and the City to inspect, maintain, and operate the Bridge and all associated istructure constructed as part of the subject project within the aerial area. The County will prepare the designs, plans, and ;ifications of the proposed project at its own cost. In addition, all construction work will be performed and all materials sided at the County's expense. Agreement allows the City to access the roadway to inspect, maintain, and repair all improvements after all parties have pleted and approved the project. Costs for all future repairs will be the City's responsibility. assist Collin County in keeping with the schedule to construct the subject project, staff recommends approval of the ched Resolution and Agreement. F167] 0211312024 ttem G. RESOLUTION NO.2024-07(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, HEREBY AUTHORIZING THE CITY MANAGER OF THE CITY OF WYLIE TO EXECUTE THE HIGHWAY CROSSING OVERPASS CONSTRUCTION AGREEMENT BETWEEN THE KANSAS CITY SOUTHERN RAILWAY COMPANY, COLLIN COUNTY, AND THE CITY OF WYLIE, TEXAS CONCERNING THE CONSTRUCTION OF THE BRIDGE RAILROAD MAINLINE CROSSING OF THE PARK BOULEVARD EXTENSION PROJECT. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: The City Manager of the City of Wylie, Texas, is hereby authorized to execute, on behalf of the City Council of the City of Wylie, the Highway Crossing Overpass Construction Agreement between The Kansas City Southern Railway Company, Collin County, and the City of Wylie, Texas concerning the construction of the bridge railroad mainline crossing of the Park Boulevard Extension project. See Exhibit "A" - Highway Crossing Overpass Construction Agreement. SECTION 2: This Resolution shall take effect immediately upon its passage. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, on this 13th day of February, 2024. Matthew Porter, Mayor ATTEST TO: Stephanie Storm, City Secretary Resolution No. 2024-07(R) — Highway Construction Overpass Agreement Page 1 of 2 F168] 0211312024 ttem G. EXHIBIT "A" Highway Crossing Overpass Construction Agreement Resolution No. 2024-07(R) — Highway Construction Overpass Agreement Page 2 of 2 F169] 0211312024 It G. Collin County Agency Project No. DOT — To be Decided, RRMP T199.50, KCS Station 4102+24 Park Boulevard Extension - Road Overpass Wylie, TX Greenville Subdivision HIGHWAY CROSSING OVERPASS CONSTRUCTION AGREEMENT This AGREEMENT made and entered into on the dates hereinafter shown as being fully executed, by and between Collin County hereinafter called the "County" and the City of Wylie "City" together hereinafter called as the "Licensees" and The Kansas City Southern Railway Company, a Missouri corporation, hereinafter called the "Railroad", acting by and through its official contracting executives (County, City and Railroad each being sometimes referred to herein as a "Party" or two or more together as "Parties"). WITNESSETH WHEREAS, the County proposes to construct a new four lane divided Park Boulevard Extension over the Railroad's mainline, yard lead, switching and R&D tracks, said extension hereinafter identified as the "Bridge", at milepost T199.50 railroad mainline track station 4102+24; and, WHEREAS, there exists Spring Creek Parkway, a public roadway for access to the United States National Guard Armory facility, which roadway includes an at -grade crossing of the Railroad's mainline and yard lead tracks at DOT crossing 022-364L, Railroad Milepost T199.50 (Greenville Subdivision) and Railroad Station 4155+01, hereinafter referred to as "At -Grade Crossing", in the City of Wylie, Collin County, Texas; and, WHEREAS, the Project intends to keep the At -Grade Crossing in its existing condition after the completion of the work described herein and provide continuous access for use, inspection and maintenance of the existing At -Grade Crossing during the entire duration and after the completion of the work described herein; and, WHEREAS, all work related to the construction of the Bridge including drainage, erosion control, road construction, traffic maintenance, safety, and all other miscellaneous work related to the work described herein is hereinafter referred to as the "Project"; and, WHEREAS, the final set of plans of the Project, approved by the Parties, shall be marked Exhibit A, attached hereto and made a part hereof; and, WHEREAS, the County and the Railroad under separate agreements have entered into a quitclaim easement for roadway purposes where the Railroad will allow the County to place permanent infrastructure within the easement area and for the City to inspect, maintain and perform repairs to these permanent facilities, denominated as Roadway Easement No. 1 (42-1 RE) as shown in fuchsia color on Exhibit B; and, Construction and Maintenance Agreement Page 1 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 F170] 0211312024 Item G. WHEREAS, the County and the Railroad under a separate agreement have entered into an quitclaim easement for aerial roadway purposes where the Railroad will allow the County to place permanent infrastructure within the easement area and for the City to inspect, maintain and perform repairs to these permanent facilities, which aerial easement is denominated as Roadway Easement No. 2 (42-2 RE) as shown in fuchsia color on Exhibit B (and which easement, together with Roadway Easement No. 1 (42-1 RE) described in the immediately preceding paragraph, are hereinafter together called "Easement Area"); and WHEREAS, the County, under a separate agreement, will grant the Railroad a license to connect an access driveway from Railroad's property east of the Roadway Easement No. 2 (42- 2 RE) underneath the aerial Park Boulevard Extension to existing Spring Creek Parkway, which will remain in place, said connection approximately as shown with the blue dashed line on Exhibit B; and WHEREAS, the Railroad by separate agreement, is granting the County temporary construction easements in areas adjacent to Roadway Easement No. 1 (42-1 RE), Roadway Easement No. 2 (42-2 RE) and the Licensed Areas, said temporary construction easements denominated as Temp. Construction Easement No. 1 (42-1 TCE), Temp. Construction Easement No. 2 (42-2 TCE) and Temp. Construction Easement No. 3 (42-3 TCE) (said temporary construction easements hereinafter together called the "TCEs"), as shown in light blue on Exhibit B; and WHEREAS, the Railroad by executing this Agreement issues the Licensees an aerial license for the area for the portion of the Bridge crossing railroad track and right-of-way, hereinafter called the "Licensed Area", as show in Exhibit B as Roadway Crossing Agreement No. 1 (42-1 RCE) and Roadway Crossing Agreement No. 2 (42-2 RCE), allowing the County to construct and the City to inspect and maintain the Bridge and all associated infrastructure constructed as part of this Project within the aerial Licensed Area, subject to the terms of this Agreement; and, WHEREAS, on December 12, 2019 , the County and the Railroad have entered into an Agreement for Preliminary Engineering Services ("PE Agreement"), authorizing reimbursement to the Railroad for actual costs that are activities and to develop this Agreement, as attached hereto and made a part hereof as Exhibit C; and, WHEREAS, the approved Railroad force account cost estimate that includes the amounts from the PE Agreement, construction inspections of the Project, construction support services, and other activities performed by the Railroad to complete the Project is marked as Exhibit D, attached hereto and made a part hereof; and, WHEREAS, the contractor hired by the County to construct the Project ("Contractor") will require a right of entry permit from the Railroad to perform the work inside the Railroad's right-of- way, both in the areas encompassed by the License Agreement and the areas within the right-of- way covered by the TCEs and shall execute the Railroad's Contractor Right -of -Entry Agreement a sample of which is marked as Exhibit E, attached hereto and made a part hereof; and, Construction and Maintenance Agreement Page 2 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 171 0211312024 Item G. WHEREAS, the RAILROAD is willing to cooperate with the County in the accomplishment of the Project in the interest of public improvement and the safety and protection of the traveling public; and, WHEREAS, the County will prepare the designs, plans and specifications for construction of the proposed Project at its own cost; and, WHEREAS, all work to be performed and all materials to be provided shall be at the County's expense unless specifically identified herein; and, WHEREAS, all infrastructure constructed by the County as part of this Project will be owned solely by one of the Licensees and at its sole cost, the City will inspect, maintain and perform repairs of this infrastructure after the completion and acceptance of the Project by the Parties. AGREEMENT NOW THEREFORE, in consideration of the premises and of mutual covenants and agreements of the Parties hereto, to be by them respectively kept and performed as hereinafter set forth, it is agreed as follows: Article 1. Agreement Period Upon execution by all Parties, this Agreement will be in effect and continue thereafter for so long as the Railroad property shall be used by the Licensees for the purposes set forth herein; provided, however, if the Licensees shall abandon the use of the Railroad's property, or any part thereof, for such purposes, this Agreement and the license and permission and the rights and privileges granted hereby as to the portion or portions so abandoned shall expire and terminate at the time each such portion shall be so abandoned; whereupon the Railroad shall have the same complete title to the Railroad property so abandoned as though these presents had never been executed and the right to enter thereon and exclude therefrom the Licensees, their successors, and assigns. Article 2. Easement, License & Permission a. Under separate agreements, the County and the Railroad have entered into the Easement, where the Railroad will allow the County to place permanent infrastructure within the Easement Area and for the City to inspect, maintain and perform repairs to these permanent facilities, as described in Exhibit B. Each Easement includes the terms of this Agreement, including but not limited to all of the terms of this Article 2, Easement, License & Permission, and Article 4, Plans, Estimates, Construction, and Maintenance. b. The Railroad under this Agreement hereby grants to the Licensees license and permission for the construction, maintenance, and use of the aforesaid Bridge across and over the Railroad's property at the intersection of the Railroad's rail lines and the Bridge, "Licensed Construction and Maintenance Agreement Page 3 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 172 0211312024 Item G. Area", shown in Exhibit B. Such license and permission granted under items `a' and `b' above shall not prevent the Railroad from operating its trains or multiplying or changing its track across the land over which license has been given hereby. Such license and permission is subject to the requirements of this Agreement, including but not limited to safety requirements of Article 4.n and insurance and right -of -entry requirements of Article 5. C. The Parties agree that the Licensed Area is shown in the attached Exhibit B. d. The license and permission given is subject to the rights of utility companies to maintain and operate facilities thereon and thereover, and the Licensees will make their own arrangements with the utility companies for any necessary relocation or alteration of said facilities to support construction of the Bridge. The Licensees agree that the Railroad retains all its existing rights to license future utility facilities across the licensed premises. e. No legal right which the Railroad now has to reconstruct, maintain, and operate its existing track and appurtenances or to construct, maintain, and operate additional track and appurtenances upon and across said property shall in any way be affected by the giving of this license. f. It is agreed that should the property or any portion thereof which is licensed hereunder cease to be used for public road purposes, this license, as to the portion so abandoned, shall immediately cease and terminate. g. Permission is granted solely for the purposes of the Licensees, at their sole cost and expense, for the proposed highway improvements as shown in the Exhibit A, and is expressly subject and subordinate to the present and future rights of the Railroad, its successors, assignees, lessees, grantees and licensees, to maintain, use, operate, and renew on, beneath or above the surface of the Railroad's property any telephone, telegraph, power, communication, or signal lines, poles and/or appurtenances, fiber optic communications, tracks, roadways, pipelines, structures, improvements, or facilities of similar or different character, as now located, and to permit, construct, install, establish, and thereafter maintain, use, operate, and to renew on, beneath or above the surface of the Railroad property, any or all said things which, except as provided in paragraph 2.d above, do not materially interfere with the Licensees' use of the Railroad property as hereinabove provided. h. The County shall pay the Railroad a one-time fee of Five Thousand Dollars ($5,000.00) for issuance of this license, in addition such other fees as are due under other provisions of this Agreement. The County and the Railroad agree that this amount does not include the amounts negotiated under the separate Easement agreement. i. Parties hereby agree to the following terms and conditions for the existing At -Grade Crossing: Construction and Maintenance Agreement Page 4 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 173 0211312024 Item G. The Licensees agree to: i. Not alter, modify or change the existing at -grade crossing. ii. Modify the road approaches planned under this Project in accordance with standards and specifications of the Railroad and other government agencies as applicable. iii. Not prevent use, inspection, or maintenance of the crossing by the Railroad or other authorized users of the at -grade crossing during the entire construction period of the Project. iv. Repair the approaches to the at -grade crossing at its own cost when damaged during the construction of the Project. v. Not hold the Railroad liable for any delays to the Project due to Railroad's work on the at -grade crossing. vi. Reimburse the Railroad for costs and expenses incurred during additional maintenance or for performing repairs to the at -grade crossing due to Contractor's use of the crossing. The Railroad agrees to: i. Permit the County to use the at -grade crossing for construction of the Project. ii. Permit the City to use the at -grade crossing for the purpose of inspection and maintenance of the Project infrastructure. iii. Perform inspection, maintenance and repairs to the crossing in accordance with existing agreements between the Railroad and other entities. iv. Maintain and repair the crossing when damaged by Contractor's use at Licensee's sole cost. Article 3. Scope of Work a. The County and the Railroad agree that the County will perform the work as outlined in this Agreement and as shown in the plans in Exhibit A. The work will generally consist of building a highway bridge and other related appurtenances over the tracks and on the property owned by the Railroad. b. In order to provide for safety of the Railroad, the Railroad and its designated representative shall provide Construction Monitoring Services ("CMS") and the Contractor shall provide protective services ("Flagging") during the period of performance of work in or incident to the Project. Flagging shall be performed by a Railroad -qualified Flagging company. The County or the City, as applicable, by signing this Agreement, agrees to bear one hundred (100) percent of CMS and Flagging costs. The Railroad and its designated representative shall have the right to furnish all such CMS Services shown in the Railroad force account estimate, attached hereto and to be identified as Exhibit D. During initial construction, the County will reimburse the Railroad for the cost thereof, including charges related to travel, boarding, lodging, etc., of CMS providers. The City shall notify the Railroad a minimum of thirty (30) days in advance whenever it is about to perform work adjacent to, on, under and over any track or bridge to enable the Railroad to furnish CMS as might be necessary to ensure safety of railroad operations and its facilities. With respect to such maintenance, the City will reimburse the Railroad for the cost thereof, including charges related to travel, boarding, lodging, etc., of CMS providers. Construction and Maintenance Agreement Page 5 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 174 0211312024 Item G. Article 4. Plans, Estimates, Construction, and Maintenance a. The County, at its own expense, has prepared the final one hundred percent (100%) plans, specifications, and estimates (PS&E) for the Project identified herein. The written approval of the plans by the County and the Railroad are hereby adopted as the final one hundred percent (100%) plans and specifications covering the construction of the Project identified as Exhibit A. The construction of the Project shall conform to the final one hundred percent (100%) plans in Exhibit A. No changes to Exhibit A shall be made without the written approval of such changes by the County and the Railroad. Neither the County nor its contractors shall commence any work on the Railroad's property involving work identified in Exhibit A until such final one hundred percent (100%) plans have been approved in writing by the Railroad. b. In order to provide for the safety of all personnel working on the Project, the County shall require its Contractor to provide Flagging during the period of performance of work in or incident to the proposed Project. Flaggers shall be provided from a Railroad -qualified Flagging contractor, as stated in the Railroad's Contractor Right -of -Entry Agreement, a sample attached hereto as Exhibit E. Flagging shall be provided at the County's expense and at no expense to the Railroad. The County's Contractor shall be solely responsible for scheduling the faggers and the Railroad shall not be responsible for any costs or delays to the project due to railroad flagger scheduling issues. Additional Flagging information can be found as stated in item "n. - Construction Requirements" below. C. The County and Contractor, unless otherwise provided, shall make such changes or alterations to facilities not owned by the Railroad, including but not limited to communication, signal pole and wire lines, pipe, sewer and drainage or other facilities or buildings located upon the Railroad's right-of-way, that may be displaced or required by the construction of the Project, as may be necessary to maintain continuous service and conform them to said construction and restore them to former condition for service either prior to, during, or following construction of said work. The County and its Contractor shall not, without Railroad's written approval, perform any work that may interfere with the operations or the safety of the Railroad other than what is approved under this Agreement. d. Only the Railroad will perform the work to adjust facilities owned by the Railroad that are necessary to construct the Project whose costs are included in the railroad force account. The Railroad has prepared, and the County approves by executing this Agreement, written cost estimate(s) for all Railroad force account work, including CMS for the Project as detailed in accordance with the Exhibit A. One hundred percent of these costs shall be reimbursed by the County. Said approved cost estimate(s) are attached hereto and identified as Exhibit D. e. Full execution of this Agreement serves as the official Work Order to the Railroad from the County for CMS. f. Following the completion of the Project, the City shall assume full ownership and responsibility for maintenance and operation of the Roadway, highway bridge and all other improvements made as part of this Project. Construction and Maintenance Agreement Page 6 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 175 0211312024 Item G. g. INTENTIONALLY LEFT BLANK h. The Railroad, under terms of this Agreement, gives the City permission to enter the Railroad's right-of-way to access and perform routine inspections, maintenance and/or emergency work (Repair Work) as required on the Roadway, the Bridge and other City -owned infrastructure. Except in case of an emergency threatening the safety of the public or of the Railroad, the City shall prepare plans, specifications and work methods to perform the Repair Work for review and approval by the Railroad prior to performing such Repair Work, and shall perform any work on the side of or under the Bridge within the Railroad right-of-way only in the presence of a railroad flagger from a Railroad -qualified Flagging contractor. In the event of an emergency threatening the safety of the public or of the Railroad the City shall contact Railroad's Critical Incident Desk at 1-877-527-9464 prior to entering the Railroad's right-of-way and shall only be within twenty-five feet of the Railroad's track when a Railroad employee is present. If the inspection or Repair Work is being performed by a contractor employed by the City, the City shall require its contractor to execute the Railroad's Contractor Right -of -Entry Agreement as required by the Railroad at that time before accessing the railroad property and/or commencing the Repair Work on the Railroad's property and provide insurance as required by the Railroad's Contractor Right -of -Entry Agreement at that time. All costs associated with the Repair Work to the City's infrastructure shall be borne by the City, unless the need for Repair Work is caused by the actions of the Railroad or its contractor(s) or the misuse of the Railroad's infrastructure. i. Licensees, under terms of this Agreement, acknowledge that the Railroad retains the right to perform maintenance and/or emergency work (Repair Work) as required on its infrastructure. If Railroad's Repair Work will interfere with the ordinary use of the Bridge or Roadway or involve access to same by Railroad or Railroad contractor's personnel to perform the Repair Work, Railroad will, except in case of an emergency threatening public safety or Railroad safety, notify the City of such work and discuss with the City Railroad's plans for doing such work. If emergency work by the Railroad is required, in the interest of public safety or the safety of the railroad operations, the City shall fully cooperate with the Railroad to enable the Railroad to perform the emergency repairs. All costs associated with the Repair Work to the Railroad's infrastructure shall be borne by the Railroad unless the need for Repair Work is caused by the actions of the City or its contractor(s) or the misuse of the City's infrastructure. j. The County assumes the entire responsibility for the construction and the City assumes the entire responsibility for the maintenance and use of said highway and the bridge upon and over the Railroad's property at the location herein described, and nothing contained herein shall ever be construed to place upon the Railroad any manner of liability for injury to or death of persons, or for damage to or loss of property arising from or in any manner connected with the construction, maintenance, or use of the portion of said highway located upon the Railroad's property. k. The term Contractor as used herein includes any and all subcontractors of the Licensees. The term "Engineer" as used in this article means the County's lead engineer for the Project. The term "Railroad Engineer" as used in this article means the Railroad's Chief Engineer, or his designee. The County shall designate its Engineer and his/her contact Construction and Maintenance Agreement Page 7 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 176 0211312024 Item G. information in writing to Railroad. Railroad Engineer's contact information is stated in Article 13 of this Agreement. I. Licensees shall require their Contractors to agree to defend, indemnify and hold harmless Railroad, its directors, officers, employees, agents, successors and assigns from and against any injury or death of persons whomsoever and from any loss or damage to the Railroad's property, and from the Railroad's liability or loss incurred for damage to any other property in Railroad's care, custody, or control in or upon Railroad's property, caused by acts or omissions of the Contractor in performing work on this Project, whether on, over, under or in the vicinity of the Railroad's property. m. In the event the Contractor shall fail to restore the Railroad's property immediately to a condition acceptable to the Railroad when any such loss or damage to the Railroad's property is called to the Contractor's attention by the Railroad, the Railroad may perform such corrective work at the cost to the Contractor. The term "loss or damage" as used herein shall include, but not be limited to, erosion and silting of, water damage to, and the accidental or intentional placing or dropping of objects on the Railroad's property. n. Construction Requirements — Railroad Requirements Licensees shall, by contract, require their Contractors to do the following: n.1. The Contractor's work on the Railroad's property shall be performed in accordance with these Railroad Requirements and per plans and specifications prepared by the County and approved as shown in Exhibit A. n.2. The Contractor shall supply adequate equipment, labor and materials to perform the proposed work at the job site. n.3. The Contractor shall take special precaution and care to prevent any debris or material from fouling the tracks that will interfere with safe operations of the Railroad. The safe operation of the Railroad shall take precedence over all work and nothing shall be done by the Contractor that will endanger the Railroad's operations. The Contractor shall protect the Railroad's property from any damage resulting from the Contractor's acts or omissions during the Project. n.4. The Contractor shall notify the Railroad anytime work is being done adjacent to then -existing railroad tracks and shall take extreme care to not damage them. Contractor shall bear full responsibility of damages to the tracks and pay all costs associated with performing the repairs to bring the railroad track back to its original condition. n.5. If the work to be done by the Contractor is deemed by the Railroad Engineer to affect the safety the railroad facilities, the Contractor shall submit to the Railroad for review and approval detailed plans, specifications, and work methodology prior to start of the work. Railroad reserves the right to perform the work on the railroad facilities to make the necessary adjustments to the railroad facilities for the Contractor to perform his work. The Construction and Maintenance Agreement Page 8 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 177 0211312024 Item G. Licensee(s) shall reimburse one hundred (100) percent of these costs to the Railroad. n.6. Before performing any excavation, demolition, blasting, lifting of structural members or construction of falsework on or over Railroad's property or adjacent to the Railroad's property that may interfere with the safe operation of trains, the Contractor shall submit its excavation, shoring, demolition, blasting, lifting of structural members and falsework plans and relevant procedures to the Engineer and to the Railroad Engineer for review and approval. These plans and procedures shall be signed and sealed by a Professional Engineer licensed in the State of Texas. However, such approval shall not relieve the Contractor from any liability relating to this Project. n.7. During the course of the Project, the Contractor shall submit any proposed changes to the approved plans and procedures to the Engineer for review and to the Railroad Engineer for review and approval. Any clearing and grubbing to increase the sight distance for safer construction operation, or erection of temporary structures within the Railroad property shall not be done prior to the approval of the Railroad. The Railroad Engineer shall make a decision within 30 days. Should the Railroad Engineer deny the plans and require a resubmittal, the Railroad Engineer shall provide approval or denial and requirement for resubmittal within 30 days after receipt of the revised plans. n.8. Excavations for construction of footings, piers, columns, walls or other facilities that require shoring shall comply with requirements and recommendations of OSHA, AREMA, and Section IV, Design and Construction of Shoring Adjacent to and on Railroad Right -of - Way contained within the "KCS Guidelines for the Design and Construction of Railroad Overpasses and Underpasses." Shoring, excavations, erection of temporary structures, etc., that will affect the safety and structural integrity of the railroad facilities shall be submitted to the Railroad for review and approval prior to start of such work. No such work shall begin until such approval from the Railroad is received by the Contractor. n.9. The Contractor shall abide by the following minimum temporary clearances during the course of construction a. 14.0 feet horizontal from centerline of track b. 22.0 feet vertical above top of the highest rail n.10. The Contractor shall comply with the Railroad's rules and regulations concerning protection of persons and property and the Contractor shall consult with the Railroad Engineer concerning the Railroad's rules and regulations. Any questions arising about coordination of work between the Contractor and the Railroad Engineer or between the Contractor and others shall be taken up with the Engineer and the Contractor, Railroad Engineer and Engineer shall agree upon a method of coordination before the work is commenced. n.11. Prior to commencing any work upon, over or under the Railroad's property, the Contractor shall furnish to the Railroad Engineer evidence that the Contractor's insurance is as noted in the Contractor's Right of Entry Permit. Construction and Maintenance Agreement Page 9 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 178 0211312024 Item G. n.12. Except as authorized by the Railroad, neither the Licensees nor their Contractor(s) or subcontractor(s) will construct a crossing over any track at any location. Where crossings are needed or desired, Licensees' Contractor shall make arrangements with Railroad and obtain a Permit, paying any and all fees thereof. If and when permitted by the Railroad, Contractor may cross tracks with cleated or crawler type equipment, provided the track shall be protected with a temporary surfacing as approved by the Railroad Engineer. n.13. The Contractor shall be required to maintain all ditches and drainage structures free of silt or other obstructions which may result from Contractor's operations; to promptly repair eroded areas within Railroad's right-of-way and to repair any other damage to the property of the Railroad or its tenants which may result from Contractor's operations. All such maintenance and repair of damages due to the Contractor's operations shall be done at the Contractor's expense. If the Contractor's method of erosion control differs from the approved plans, the Contractor shall submit a proposed method of erosion control and have the method reviewed by the Railroad and the County prior to beginning any grading work on the Project site. Erosion control methods must comply with all applicable local, County, City, and federal regulations. n.14. The Contractor shall, reasonably throughout each workday and at the end of each work day when performing work near the Railroad's tracks, inspect the track area and clean up any debris that may have been dropped on or within (10) feet of Railroad's tracks. Contractor shall remove all waste, excess materials, false work and other temporary structures, and equipment, leaving the location of the work cleaned to the reasonable satisfaction of Railroad. The Contractor shall repair to the reasonable satisfaction of the Railroad Engineer, and at the Contractor's sole cost and expense, any and all damages to the Railroad's property caused during construction of the Project. Upon completion of the Project, the Contractor shall return the Railroad property and all other Railroad property to a condition equal to or better than existed prior to commencement of the work. n.15. Site Inspections By Railroad's Designated Representative: In addition to the office review of construction submittals, site inspections to check progress of the work and to check the conformance of the work to the approved plans at any time throughout the construction as deemed necessary by the Railroad may be performed by Railroad's Designated Representative at milestone events during construction, including but not limited to the following: i. Preconstruction meetings. ii. Excavations, shoring placement/removal, pile driving, drilling of caissons or drilled shafts adjacent to tracks. iii. Reinforcement and concrete placement for near track piers. iv. Erection of precast concrete or overpass bridge superstructure v. Construction of overhead forms for the bridge decks vi. Reinforcement and concrete placement of overpass bridge decks. vii. Completion of the bridge structure Construction and Maintenance Agreement Page 10 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 179 0211312024 Item G. viii. Work on or near the At -Grade Crossing ix. Placement of culverts under the railroad tracks, if any x. Construction of temporary at -grade construction crossing if permitted by the Railroad A. Final inspections at the completion of the Project Contractor shall fully cooperate with Railroad's site inspections. The County shall reimburse the Railroad all costs associated with Site Inspection work by the Railroad. n.16. The Railroad's Designated Representative can either be an employee of the Railroad or a hired outside consultant. n.17. In addition to the project schedule required by the County, the Contractor shall provide to the Engineer a detailed construction schedule for its work on Railroad property, including the proposed temporary horizontal and vertical clearances and construction sequence for all work to be performed on the Railroad property. The Contractor shall submit a copy of this detailed construction schedule to Railroad's Designated Representative for review prior to the start of the work. This schedule shall also include the anticipated dates when the milestone events listed in subsection n.15 will occur. The Contractor shall update the schedule for these milestone events as necessary, but at least monthly, and shall provide a copy of all updates to the Railroad so that site visits may be scheduled. n.18. While on the Railroad's property, Contractor shall comply with Railroad's rules and regulations concerning protection of persons and property including Railroad's Personal Protective Equipment (PPE) rules. Railroad shall make its applicable rules available to the Contractor for review and copying. n.19. Except as authorized by Railroad the Contractor shall not work within the "Minimum Clearance Zone" of any track. The "Minimum Clearance Zone" is defined as an area measured 25 feet, horizontally, on either side of the centerline of track with unlimited vertical distance above the top of rails within the horizontal limits. Additionally, Contractor will locate all equipment, devices, and materials at a sufficient distance from any track to ensure that no apparatus or part of any equipment, device, or material, such as the boom of a crane or a dragline, could under any circumstances encroach on the "Minimum Clearance Zone" of any track. n.20. Contractor shall ensure that Flagging services provided by a Railroad -qualified Flagging contractor will be provided whenever agents, employees or equipment of the Contractor or any of its contractors or subcontractors on this Project shall be within the Minimum Clearance Zone, and when any equipment or its attachment or booms, even though stationed outside the Minimum Clearance Zone has a potential to come within the Minimum Clearance Zone. The term "Minimum Clearance Zone" is defined in n.19 above. n.21. Contractor shall notify the Railroad concerning any Flagging services that will be required during the course of the Project, but the Contractor shall make all arrangements Construction and Maintenance Agreement Page 11 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 180 0211312024 Item G. for Flagging protection directly with a Railroad -qualified Flagging contractor. Railroad's designation of a Flagging contractor as a "Railroad -qualified" Flagging contractor shall be construed solely as Railroad's willingness to allow that Flagging contractor to provide Flagging services on Railroad's property without further proof of qualification, and shall not be construed as an endorsement or other verification of the abilities or qualifications of that Flagging contractor. Under these Construction Requirements, all Flagging contractors utilized on the Project shall be treated solely as independent contractors of the Contractor for all purposes. Railpros Joel Ashcraft 417-362-9007 Bottom Line On -Track Safety Services Jeff Yarbrough 972-824-3348 Nick Loar 214-394-5237 j oel. ashcraft(krailpros. com jeff.yarbroughkalliedtrack.com nick. loarkalliedtrack.com n.22. Contractor shall clear the tracks when directed to do so by the flagger. The presence of the flagger will not relieve Contractor of its duty to keep all its agents, employees and contractors clear of the tracks when trains are in dangerous proximity to the area where construction is occurring. n.23. At the discretion of Licensees, all Contractor employees and supervisors performing work within the Railroad property, except any personnel employed or assigned by a Railroad -qualified Flagging contractor, may be trained with reference to the Railroad's On Track Safety Rules. Contractor, at its own cost, shall provide its employees this training by contacting: RailPros Susan Dunshee 904-296-8088 susan.dunsheekrailpros.com n.24. All railroad tracks within and adjacent to the Project site are active, and rail traffic over these facilities shall be maintained throughout the Project. Activities may include both through moves and switching moves to local customers. Railroad traffic and operations will occur continuously throughout the day and night on the tracks. The Contractor shall coordinate and schedule the work so that construction activities do not interfere with railroad operations. Any and all costs associated with delays caused to the train traffic by the Contractor shall be reimbursed by the Contractor. Licensees or their Contractor may audit these costs. o. Ownership. o.1. The City assumes ownership and maintenance of existing Roadway facilities and new Roadway improvements, including the new overpass bridge and drainage structures, whether shown or not on the Exhibit A which are within or impact the Railroad's right-of-way. Prior to making any maintenance on the City's infrastructure Construction and Maintenance Agreement Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 Page 12 of 19 0211312024 Item G. within areas in Exhibit B, the City shall submit the planned maintenance and schedule to the Railroad for review and approval. o.2. Under a separate agreement between the County and the City, at the completion of the Project, ownership and maintenance of all facilities constructed by the County in accordance with this Agreement will be transferred to the City. The City agrees to all the terms and conditions set forth in this Agreement. o.3. The Railroad assumes ownership and maintenance of the existing track and other railroad infrastructure within the areas described in Exhibit B excluding items mentioned in o.1 above. Article 5. Insurance and Right -of -Entry Requirements a. The County shall require its Contractor to execute the Railroad's Contractor Right of Entry Agreement and pay the Railroad a one-time fee of One Thousand Dollars ($1,000.00) for issuance of this permit before commencing any work on the Railroad's property. Contractor can obtain the right of entry permit from the Railroad by contacting: Denise Case Transaction Manager Jones Lang Lasalle (JLL) Rail Practice Group 4200 Buckingham, Suite 110 Fort Worth, Texas 76155 Tel: 817-230-2600 / direct 817-230-2614 den ise.case(a)i11.com Online Application: https:Hj11rpg.360works.com/fmi/webd/rpo_web_kcs.fmp 12 b. The County shall require its Contractor to provide the insurance coverages as contained in the Railroad's Contractor Right -of -Entry Agreement, a sample attached hereto and identified as Exhibit E. C. For future maintenance work, the City shall require its Contractor to provide the then -current Railroad insurance coverages and be required to execute the then -current -standard Railroad's Contractor Right -of -Entry Agreement before commencing any work on the Railroad's property. d. Licensees are self -insured for any work performed by them with their own employees. To the extent allowed under State law, and without waiving any governmental immunity to which Licensees are entitled under State law, Licensees are responsible to the Railroad to cover bodily injury and property damage claims which may occur during construction and maintenance of the overpass structure. Construction and Maintenance Agreement Page 13 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 182 0211312024 Item G. Article 6. Payment a. Reimbursement to the Railroad and/or the Railroad's Contractor will be made for Construction Management Services ("CMS") and amendments thereto except as modified by the provisions herein. b. CMS furnished by the Railroad and/or the Railroad's Contractor will be reimbursed by the County based on actual costs incurred by the Railroad and/or the Railroad's Contractor as they relate to the Project and approved in the cost estimate identified as Exhibit D. Parties understand that the amounts shown in Exhibit D are only an estimate and not a not -to -exceed amount. If the estimated amount in Exhibit D is found to be inadequate, the Railroad shall obtain a written approval from the County for the additional amounts required to complete CMS ("Additional Work") by the Railroad. The Railroad shall not commence the Additional Work until the written approval is obtained from the County. Railroad shall not be held liable for non- performance of the Additional Work resulting in financial damages to the County or the Contractor due to County delays in approval of or failure to approve the estimate of Additional Work. C. The Railroad may submit monthly bills prepared in satisfactory form for CMS performed. Payment will be made within thirty (30) days for the costs detailed on the bills. d. The Railroad shall submit a final invoice for all work performed clearly marked "Final Invoice" no later than one (1) year from the date of the Project Completion & Acceptance Letter forwarded to the Railroad by the County stating the Project is completed. Payment will be made within thirty (30) days of receipt of the Final Invoice. Article 7. Termination The County reserves the right to cancel this Agreement for any reason and at any time prior to start of construction of the Project. The County will not be responsible for any expense incident to any cost incurred in the event of the cancellation of this Agreement, unless (i) a Work Order was issued by the County and the Railroad and/or the Railroad's Contractor incurred expenses pursuant to that Work Order, or (ii) for any preliminary engineering costs authorized under Exhibit C. Cancellation of this Agreement shall not relieve the County or its Contractors of the responsibility to assure that Railroad's property is left in as good or better condition following any work on the Project on or near Railroad's property. Article 8. Records & Audits a. The Parties shall maintain books, documents, papers, accounting records, and other evidence pertaining to costs incurred and work performed hereunder and shall make such materials available at their offices during the Agreement term and for three (3) years from the date final payment is due under Article 6.d. The records shall be made available to representatives from the County for the purpose of making audits, inspections, transcriptions, or excerpts. b. Licensees' Auditor may conduct an audit or investigation of any entity receiving funds from the Licensees directly under this Agreement, or indirectly through a subcontract under Construction and Maintenance Agreement Page 14 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 183 0211312024 Item G. the Agreement. Acceptance of funds directly under the Agreement or indirectly through a subcontract under this Agreement acts as acceptance of the authority of the Licensees' Auditor, under the direction of the legislative audit committee, to conduct an audit or investigation in connection with those funds. An entity that is the subject of an audit or investigation must provide the Licensses' Auditor with access to any information the Auditor considers relevant to the investigation or audit. C. The Railroad is required to make any information created by or exchanged with the Licensees pursuant to this Agreement, and not otherwise excepted from disclosure under the Texas Public Information Act, available in a format that is accessible by the public at no additional charge to the County. Article 9. Existing Agreements [reserved] Article 10. Protection of Fiber Optic Cable Systems Fiber optic cable systems may be buried on the Railroad's property. Protection of the fiber optic cable systems is of extreme importance, since any break could disrupt service to users, resulting in business interruption and loss of revenue and profits. Licensees and/or their Contractor shall contact the Railroad during normal business hours (8:00 a.m. to 5:00 p.m., Central Standard Time, Monday through Friday, except holidays) at 877-527-9464 (also a 24- hour, seven-day number for emergency calls) to determine if fiber optic cable is buried anywhere on the Railroad's property to be used by the Licensees. If it is, the Licensees and/or their Contractor will contact the telecommunications company(ies) involved, arrange for a cable locator, and make arrangements for relocation or other protection of the fiber optic cable prior to beginning any work on the Railroad's property. Information from Railroad is provided without warranty as to its correctness or completeness. Licensees and/or their Contractor shall also be responsible for contacting Texas811 or other applicable utility damage prevention systems to notify potentially affected utilities at the Project site to identify their facilities. Railroad shall also identify its signal lines, if any, to the Licensees. Article 11. Limited Access The County hereby agrees that during the construction of the proposed improvements, it will keep its employees, material, and machinery within the defined area of the premises in the attached Exhibit A final plans and easement areas show in Exhibit B, unless otherwise specified. There shall be no crossings of the Railroad's tracks except at existing, open, and public crossings, or at locations mutually agreed upon in writing by the County and/or the County's Contractor and the Railroad. Article 12. Transfer The Parties hereto shall not assign this Agreement, in whole or in part, or any rights herein granted, without the written consent of the other Party(ies), and it is agreed that any transfer or assignment of this Agreement or any of the rights herein granted, whether voluntary, by operation of law, or otherwise, without such consent in writing, shall be absolutely void and, at the option of Construction and Maintenance Agreement Page 15 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 184 0211312024 Item G. the non -transferring Party(ies), shall terminate this Agreement; provided, however, that any assignment of this Agreement arising from or relating to the control of Railroad as approved by the Surface Transportation Board (STB) in STB Finance Docket No. 36500, Decision No. 35 (served March 15, 2023) and related subdockets and subsequent decisions in said docket(s) shall not require the Licensees' consent. Contracting or subcontracting for the performance of work required under this Agreement shall not be considered to be a transfer or assignment of all or part of this Agreement. Article 13. Notification The County agrees to notify the Railroad in writing when all work on the Railroad's property is complete. For the purposes of this Agreement, all notices, correspondence, billings, and other documentation shall be mailed to the following addresses: For Collin County Clarence Daugherty, Director of Engineering 4690 Community Ave., Suite 200, McKinney, TX 75071 Construction related questions: Tracy Homfeld, PE, CFM Assistant Director of Engineering Collin County Engineering 4690 Community Ave., Ste. 200 McKinney, TX 75071 Telephone: 972.548.3733 thomfeld(a)co.collin.tx.us Billina and invoices: Bridell Miers, P.E. Engineering Project Manager Collin County Engineering 4690 Community Ave., Suite 200 McKinney, TX 75071 Telephone: 972-548-3723 bmiers(a�co.collin.tx.us Dawn Redwine Office Administrator Collin County Engineering Telephone: 972-548-3727 dredwine(cb.co.collin.tx.us For The Kansas City Southern Railway Company Construction related questions: Bentley Tomlin Public, Utility, and Industrial Project Manager, Engineering Department Overnight and USPS delivery address: 427 W 12th Street, Kansas City, MO 64105 Telephone: 816-983-1605 bentley.tomlin@cpkcr.com Billing and Invoices: Capital Investment Accounting Overnight and USPS delivery address: 427 W 121h Street, Kansas City, MO 64105 Construction and Maintenance Agreement Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 Page 16 of 19 185 0211312024 Item G. For the City of Wylie Tim Porter, PE, CFM City Engineer City of Wylie O: 972-516-6414 tim.porter(@wylietexas.gov Article 14. Responsible For Its Own Actions The Parties each acknowledge that they are not an agent, servant, or employee of the other Party, and that they each are responsible for their own acts and deeds and for those of their own agents and employees during performance of work under this Agreement. Article 15. Conditions a. In accordance with the provisions of Title 23, Code of Federal Regulations (CFR), Subchapter G, Part 646, Subpart B, issued by the Federal Highway Administration, and amendments thereto, the Railroad will not be required to participate in the cost of the Project. b. The County may be reimbursed for its expenditures hereunder from federal funds for this Project. Therefore, the County and the Railroad will comply with statutes, rules, and regulations enacted and promulgated by the U.S. Government and its Federal Highway Administration. Article 16. Compliance with Laws The Parties shall comply with all applicable federal, County, City, and local laws, statutes, ordinances, rules and regulations, and the orders and decrees of any courts or administrative bodies or tribunals in any manner affecting the performance of this Agreement. When required, the Railroad shall furnish the Licensees with satisfactory proof of this compliance. Nothing herein is meant to be or will be interpreted to be a waiver of principles of legal preemption or preclusion that may apply to the Railroad because of its status as a common carrier regulated by the federal government. Article 17. Legal Construction If one or more of the provisions contained in this Agreement shall for any reason be held inapplicable, invalid, illegal, or unenforceable in any respect, that inapplicability, invalidity, illegality, or unenforceability shall not affect any other provisions and this Agreement shall be construed as if it did not contain the inapplicable, invalid, illegal, or unenforceable provision. Article 18. Signatory Warranty Each signatory warrants that the signatory has necessary authority to execute this Agreement on behalf of the entity represented. Construction and Maintenance Agreement Page 17 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 186 0211312024 Item G. Article 19. Venue; Governing Law The laws of the State of Texas shall govern the interpretation, validity, performance and enforcement of this Agreement, without regard to conflict of law principles. This Agreement is performable in Collin County, Texas, and the exclusive venue for any action arising out of this Agreement shall be a court having jurisdiction in Collin County, Texas, including federal courts. Article 20. Immunity It is expressly understood and agreed that, in the execution and performance of this Agreement, neither party has waived, nor shall be deemed hereby to have waived, any defense or immunity, including governmental, sovereign and official immunity, that would otherwise be available to it against claims arising in the exercise of governmental powers and functions. By entering into this Agreement, the parties do not create any obligations, express or implied, other than those set forth herein. IN WITNESS WHEREOF, the Parties have executed duplicate counterparts of this Agreement for this Project identified as Project No. 19351 on the dates indicated below. COLLIN COUNTY, TEXAS Executed for the Executive Director and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies, or work programs heretofore approved and authorized by the Texas Transportation Commission. By: Date: Name: CITY OF WYLIE, TEXAS Executed for the Executive Director and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies, or work programs heretofore approved and authorized by the Texas Transportation Commission. M Name: Date: Construction and Maintenance Agreement Page 18 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 187 0211312024 Item G. THE KANSAS CITY SOUTHERN RAILWAY COMPANY 3-1 Name: Date: Construction and Maintenance Agreement Page 19 of 19 Park Boulevard Extension, Agency Project No. 19351 DOT TBD, RRMP T199.50, Greenville Subdivision, KCS Station 4102+24 188 0211312024 Item G. LL a NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS FOURTH EDITION WITH CURRENT AMENDMENTS AND SPECIAL PROVISIONS AS ADOPTED BY THE CITY WYLIE, SHALL GOVERN ON THIS PROJECT. COLLIN COUNTY Prepared by: HALFF ASSOCIATES, INC. Project Manager Date: COLLIN COUNTY, TEXAS KCS COORDINATION SUBMITTAL PARK BOULEVARD EXTENSION DESIGN LIMITS: FROM PARKER RD TO SPRING CREEK PKWY TOTAL LENGTH = 14,121 FT = 2.67 MILES ROADWAY LENGTH = 12,821 FT = 2.43 MILES BRIDGE LENGTH = 1,300 FT = 0.25 MILES CONSTRUCT FOUR LANE MAJOR THOROUGHFARE ON NEW AND EXISTING LOCATION CONSISTING OF GRADING, DRAINAGE, STRUCTURES, CONCRETE & ASPHALT PAVEMENTS, SIGNING, AND PAVEMENT MARKINGS. t LAVON Coln LAKE `I Park LAKEVIEW SAINT, PAUL J POP: 11096 J--� u MEADOWLARK CA I I u♦I \ u / E R PARK J \ EDA NTMWD SITE 2514 ---�� I BEGIN PROJECT ALIGNMENT \_ KC50.AKROAD STA 158+00.00 / Al oWIN 3 WYLIE - POP:4 ,575 �- G EQUATIONS: NONE EXCEPTIONS: NONE RAILROADS: KCS * 0,11 .1� qs y The seal appearing Donald this document was ■ ■ ■ HALFF * authorized by Donald Adam Kane, ■ ■ ■ �WDONALD WADAM WKANE W PE#107449 on 03-18-22. Alteration WWWWWWWWWWWWWWW W W of a sealed document without proper ■ ■ ■ / notification to the responsible engineer is 107449 an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 I/11; V BLVD,SUITE 800 FRISCO, TX 75034-8641 TEL (214) 618-4570 FAX (214) "FOR GENCY APPROVAL ONLY TBPEFRM#F4574 TBPE FIRM #F-312. NOT FOR CONSTRUCTION" SCALE N.T.S. BEGIN BRIDGE STA 280+08.00 — END BRIDGE STA 293+08.00 DESIGN SPEED: PARK BLVD - 45 MPH SKYVIEW DR. 30 MPH RESIDENTIAL 25 MPH NOTE: THIS PLAN SET IS PREPARED FOR THE PURPOSE OF FINAL DESIGN ACCEPTANCE BY KCS FOR THE STRUCTURES, ROADWAY, & DRAINAGE IMPROVEMENTS FOR PARK BLVD. EXTENSION IN WYLIE, TEXAS. THIS PLAN SET IS NOT INTENDED FOR BIDDING OR CONSTRUCTION° END PROJECT ALIGNMENT STA 298+21.00 MARCH 2O22 J 0211312024 Item G. STANDARDS STANDARDS CONT. 35192 - PARK BOULEVARD - 100% SUBMITTAL TCP STANDARDS DRAINAGE STANDARDS BC(1 thru 12)-21 CITY OF WYLIE DRAINAGE DETAILS SHEET NO. DESCRIPTION TCP(1-3)-18 CH-PW-S TCP(2-1)-18 TYPE PR11 - PED RAIL 1 COVER SHEET TCP(2-3)-18 PW 2 SHEET INDEX WZ(RCD)-13 SCC-8 3 6 GENERALNOTES WZ(STPM)-13 SCC-MD 7 10B ITEM SUMMARIES SCP-4 11 - 12 PROJECT LAYOUT SCP-5 PAVING &RETAINING WALL STANDARDS 13 - 22 ROADWAY TYPICAL SECTIONS SCP-7 CITY OF WYLIE PAVING DETAILS 23 - 39 TRAFFIC CONTROL PLAN SCP-10 NTMWD FENCE SPECIFICATION 40 - 61 REMOVAL PLAN SCP-MD CITY OF WYLIE WATER DETAILS 62 - 64 HORIZONTAL ALIGNMENT DATA SETB-CD OMIT 65 - 105 PAVING PLAN/PROFILE SETP-CD BED-14 106 - 107 RAILROAD PROFILE SRR GF(31)-19 108 - 132 GRADING PLAN GF(31)DAT-19 133 - 152 RETAINING WALL PLAN/PROFILE EROSION CONTROL STANDARDS GF(31)LS-19 153 - 156 SOIL BORE LOGS EC(1-3)-16 GF(31)MS-19 157 RETAINING WALL DETAILS EC(9)-16 GF(31)TRTL 3-20 158 - 161 BRIDGE LAYOUT - KCS RR OVERPASS PED-18 162 BRIDGE TYPICAL SECTION RW(EM) SIGNING & STRIPING STANDARDS 163 BRIDGE ESTIMATED QUANTITIES & SEAT ELEVATION RW(MSE) PM(1-3)-20 164 - 169 BRIDGE ABUTMENT DETAILS RW(MSE)DD (MOD) SMD(GEN)-08 SMD(SLIP-1 thru 3)-08 170 - 195 BRIDGE BENT DETAILS RW(TRF) SMD(TWT)-08 196 BRIDGE COLUMN DETAILS SGT(12S)31-18 197 - 199 BRIDGE CRASH WALL DETAILS WF(2)-10 200 BRIDGE CRASH WALL MISC DETAILS 201 - 206 BRIDGE NB FRAMING PLAN BRIDGE STANDARDS 207 - 212 BRIDGE SB FRAMING PLAN BAS-C 213 - 218 BRIDGE NB DECK DETAILS BMCS 219 - 223 BRIDGE NB DECK SECTION BRSM 224 - 229 BRIDGE SB DECK DETAILS BS-EJCP 230 - 234 BRIDGE SB DECK SECTION CLF-RO 235 - 237 DRAINAGE AREA MAP - OFFSITE CRJ-ITB 238 - 241 DRAINAGE AREA MAP - ROADWAY CRR 242 - 243 INLET CALCULATIONS FD 244 - 246 HYDRAULIC CALCULATIONS IGD 247 - 252 CULVERT PLAN/PROFILE IGEB 253 - 282 DRAINAGE PLAN/PROFILE IGMS 283 - 288 DRAINAGE LATERAL PROFILES IGND 289 CDS UNIT PROFILES IGTS 290 DRAINAGE DETAILS MEBR (C) 291 - 299 SIGNING AND STRIPING PLAN PCP 300 - 307 EROSION CONTROL LAYOUT PCP-FAB 308 - 310 MITIGATION PLAN PCP(0) 311 EQUESTRIAN TRAIL RELOCATION PCP(0)-FAB 312 - 313 WATER LINE RELOCATION PMDF 314 WATER LINE MANHOLE RELOCATION SEJ-M 315 - 365A CROSS SECTIONS TYPE C221 S:•� - . J.�� The seal appearing on this document was k ••••• * autliorized by Donald Adam Kane, •••••••••••• ••� PE#107449 on 03-18-22. Alteration DONALD ADAM KANE of a sealed document without proper 0 107449 �� notification to the responsible engineer is an offense under the Texas Engineering 1• �_ NSE� _ s �) Practice Act. TBPELS Engineering Firm #F-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F"� coLL IN 211111 01 SHEETINDEX SUITE 800 3RISCO, ■■■ HALFF X7503 -8641 FEL(214 618-45708641 TEL (214)618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN TMW DATE 9/30/2021 DESIGNED AKDATE 9/30/2021 CHECKED'. AK DATE'. 9/30/2021 SCALE: N.T.S. CONTRACT No. 35192 SHEET 2 OF 488 S I-01 I- zu 0211312024 Item G. PAVING NOTES ®1. CONCRETE FOR ALL STREETS AND PRIVATE DEVELOPMENTS SHALL BE IN ACCORDANCE WITH NCTCOG, FOURTH EDMON OR AS AMENDED CLASS 'C" CONCRETE (SIX SACK 3,600 P.S.I.) ffEM 303.3.4.2(0) AND ITEM 303.5.6.2 HAND, 2. REINFORCING STEEL SHALL BE DEFORMED BARS NO, 3 ON 18 INCH CENTERS OR NO, 4 BARS ON 24 INCH CENTERS. REINFORCING SHALL BE IN BOTH DIRECTIONS ON CENTER. REINFORCING STEEL $HALL BE IN ACCORDANCE WITH ASTM 615, 616 AND 617. 3, ALL REINFORCING STEEL SHALL BE TIED (100%). REINFORCING STEEL SHALL BE SET ON PLASTIC CHAIRS. BAR LAPS SHALL BE MINIMUM 30 DIAMETERS. NO STEEL SHALL BE PLACED UNTIL THE SUBGRADE HAS BEEN TESTED AND PASSED. 4. EXPANSION JOINTS SHALL BE SPACED EVERY 600 FEET, AT ALL INTERSECTIONS AND CHANGES IN DIRECTION OF PAYING. ALLEYS SHALL HAVE A MINIMUM OF TWO EXPANSION JOINTS. A 5. SAWED TRANSVERSE DUMMY JOINTS SHALL BE SPACED EVERY 15 FEET OR 1.25 TIMES LONGITUDINAL JOINT SPACING WHICHEVER IS LESS. SAWING SHALL DOCUR WITHIN 5 TO 12 HOURS AFTER THE POUR INCLUDING SEALING. ®6. SUBGRADE UNDER PAVEMENTS SHALL BE A MINIMUM OF 7 INCHES OF LIME TREATED SUBGRADE. ONLY HYDRATED UME SHALL BE UTILIZED. OPTIMUM LIME SHALL BE APPLIED. OPTIMUM LIME CONTENT SHALL BE DETERMINED DURING THE EXCAVATION BY THE USE OF A LIME SERIES TEST. UME SERIES TEST SHALL BE THEN ALONG THE EXCAVATION AT ALL CHANGES IN SOIL AND A MINIMUM OF 300 FEET, LIME SERIES SHALL BE COMPLETED BY AN INDEPENDENT LABORATORY APPROVED BY THE CITY. 411/SY MAY BE USED IN LIEU OF LIME SERIES TESTING. SUBGRADE SHALL BE COVERED WITH PAVING WITHIN 14 DAYS OR SUBGRADE SHALL BE REWORKED AND RETESTED. 7. LIME TREATED SUBGRAUE SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. MOISTURE CONTENT SHALL BE WITHIN -2 TO +4 OF OPTIMUM. DENSITY TEST RESULTS SHALL BE COMPLETED BY AN INDEPENDENT LABORATORY APPROVED BY THE CITY. .ALL RESULTS SHALL BE PROVIDED TO THE CITY. SUBGRADE TESTING SHALL BE IN ACCORDANCE WITH HCTCOG ITEM 303.5.1 SUBGRAOE. B. LIME TRIMMINGS ARE NCT ACCEPTABLE FOR ANY USE. 9. ALL FILL SHALL BE COMPACTED BY MECHANICAL METHODS, MAXIMUM LOOSE LIFT FOR COMPACTION SHALL BE 8 INCHES. ALL LIFTS SHALL BE TESTED FOR DENSITY BY AN INDEPENDENT LABORATORY APPROVED BY THE CITY. DENSITY REQUIREMENT SHALL BE AS SHOWN ON THE PLANS FOR THE TYPE OF MATERIAL GALLED FOR IN THE PLANS. 10. ALL DISTURBED AREAS OF ROADWAY WORK SHALL HAVE GRASS ESTABUSHED IMMEDIATELY. GRASS SHALL MEET THE REQUIREMENTS OF ITEM 202. LANDSCAPING. OF NCTCOG SPECIFICATIONS, FOURTH EDITION OR AS AMENDED. 11. ALL AREAS TO BE EXCAVATED OR FILLED SHALL HAVE EROSION CONTROL PLACED PRIOR TO COMMENCING EARTHWORK. EROSION CONTROL DEVICES SHALL BE MAINTAINED THROUGHOUFF THE PROJECT IN ACCORDANCE WITH NCTCDG TTEM 201, FOURTH EDITION OR AS AMENDED. ®12. ALL SIDEWALKS SHALL BE 5' WIDE AND INCLUDE BARRIER FREE RAMPS AT INTERSECTING STREETS, ALLEYS, DRVEWAYS, ETC. BARRIER FREE RAMPS SHALL MEET CURRENT ADA REQUIREMENTS, BE INSTALLED BY THE DEVELOPER AND MEET THE TEXAS DEPT. OF LICENSING REGULATIONS. 13. SIDEWALKS SHALL BE DOWELED INTO PAVEMENT WHERE IT ABUTS DRIVEWAYS. EXPANSION JOINT MATERIAL SHALL BE USED AT THESE LOCATIONS, 14. NO VEHICLES SHALL BE PERMITTED ON CONCRETE PAVEMENT WITHOUT APPROVAL FROM THE CITY. THE CITY WILL MAKE DETERMINATION BASED ON CONCRETE BREAK REPORT. ,M 15. CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR RENEW PRIOR TO PREOONSTRUCTION MEETING, REVISE THE FIRST PARAGRAPH OF NCTOOG SPEC. 303.2.1.3 COARSE AGGREGATE TO READ "CRUSHED LIMESTONE SHALL CONSTITUTE 100% OF THE COARSE AGGREGATE, 16, ALL PAVING FOR PARKING SHALL BE MIN. 5' THICK 3,600 P.S.I. CONCRETE SUBJECT TO CITY ENGINEER APPROVAL. 17, ALL AREAS NOT UNDER PAVING, INCLUDING ALL FRANCHISE UTILITY EASEMENTS, SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 92 PERCENT OF THE MAXIMUM DENSITY. 18, CONCRETE PLANTS SHALL CONFORM TO TXDOT 1993 EDITION ITEMS 520 AND 522, © 19. ANY CURB AND/OR STREET SECTION REMOVED FOR THE CONSTRUCTION OF A PRIVATE DRIVEWAY SHALL NOT BE REMOVED PRIOR TO 7 DAYS OF CONSTRUCTION OF THE DRIVEWAY. IF THE DRIVEWAY IS NOT CONSTRUCTED WITHN THIS TIME FRAME AND EXCAVATION HAS BEEN MADE, EXCAVATION SHALL BE REPLACED UNTIL SUCH TIME CONSTRUCTION COMMENCES. ® 20. MAXIMUM TEMPERATURE OF THE CONCRETE FOR PLACEMENT SHALL BE 95' F AS SPECIFIED IN TXDOT 2004 EDIT10N ITEM 360.4 PARAGRAPH G.4 TEMPERATURE RESTRICTIONS. 8 21, PAVING EQUIPMENT REQUIRED SHALL BE AS SPECIFIED IN TXDOT 2004 EDMON UNDER ITEM 360.3 22. WATER INJECTION OF SUBGRADE BY CITY ENGINEER APPROVAL ONLY, ® 23. SUBGRADE UNDER FIRE LANES SHALL MEET THE PAVING SUBGRADE REQUIREMENTS OR ONE ADDFTIONAL INCH OF CONCRETE MAY BE USED. ® 24. SUDGRADE UNDER PARKING AREAS SHALL BE DEERMINDED BY A GEOTECH REPORT. LINED CHANNELS 1. CONSTRUCT10H JOINT SHOWN IN DETAILS FOR CONVENIENCE ONLY, MONOUTHIC CNSTRUCT10N MAY BE USED, 2. ALL VISIBLE SURFACES SHALL BE A TROWEL FINISH. 3. ALL REINFORCING STEEL SHALL BE 3/8' DIAMETER AND SPACED 12' CENTER TO CENTER BOTH WAYS UNLESS OTHERWISE SPECIFIED. C IF WOOD FORMS ARE USED WITH CONSTRUCTION JOINT, THEY SHALL BE TWO, 2"X4", AND SHALL NOT BE REMOVED UNTIL CONCRETE ON SLOPES IS READY TO BE PLACE. 5. ALL CONCRETE IN UNIED CHANNEL SHALL BE NCTCOG CLASS 'A' (MINIMUM 3,000 P.5,L) CONCRETE. 6. FLAT BOTTOM TO BE CONSTRUCTED WHEN CHANNEL WIDTH IS LESS THAN 12 FOOT. 7. 3/4' CHAMFER ON ALL CONCRETE CORNERS. STCAM SEWEF4 1. THE FLOOR OF THE EXCAVATION FOR INLET BOX MUST PROVIDE A FIRM, LEVEL BED FOR THE BASE SECTION TO REST UPON. 2. A MINIMUM OF 6 INCHES OF V DIAMETER (MAXIMUM) ROCK OR GRAVEL SHALL BE USED TO PREPARE THE BEDDING TO FINAL GRADE OR IN LIEU OF THIS, AT LEAST 6 INCHES OF 2-SACK CEMENT STABILIZED SAND SHALL BE USED TO PREPARE THE BEDDING TO GRADE. CEMENT STABILIZED -SAND SHALL BE ALLOWED TO SET BY KEEPING HOLE PUMPED DRY, 3. AFTER PIPE HAS BEEN LAID ON PROPER BEDDING, BACKRLLING TO COMMENCE WITH 8' MAXIMUM LOOSE LIFTS MECHANICALLY COMPACTED TO 95% STANDARD PROCTOR UNDER ROADWAY OR 12" MAXIMUM LOOSE UFT BEHIND CURB. MAXIMUM SIZE ROCK IN BACKFILL SHALL NOT EXCEED 4 INCHES IN DIAMETER, 4. PRECAST INLETS MUST BE APPROVED BY THE CTY. S. CONCRETE TO BE MINIMUM 4,200 P.S.I. 6. LOCKING DEVICE IS REQUIRED ON ALL STORM S_WER LIDS. 7. 'NO DUMPING' WARNING PLAQUE TO BE INSTALLED ON ALL STANDARD AND RECESSED INLETS - a. CONCRETE CAST -IN -PLACE INLETS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,200 P.S.I. 0 28 DAYS. /M. DELETED 10. EXISTING STORM SEWER PIPE AND/ OR LATERA-S SHALL BE LOCATED PRIOR TO SETTING OR CONSTRUCTING INLET BOXES. IF ADJUSTMENT IN GRADE OF LATERAL IS REQUIRED, A REVISED DESIGN BY THE ENGINEER OF RECORD SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 11. REINFORCED CONCRETE PIPE CLASS III 15 APPROVED WITHIN THE CITY. 12.COLOR TV INSPECTION SHALL BE COMPLETED ON THE STORM SEWER IN THE PRESENCE OF CITY REPRESENTATIVE AND THE ORIGINAL MEDIA SHALL BE GIVEN TO THE CITY AT THE COMPLETION OF THE INSPECTION. ®13.YOUR ATTENTION IS DIRECTED TO SUBDIVISION ORDINANCE SECTION SAC STORM DRAINAGE AND WATER QUALITY CONTROLS. IN THE ELEVENTH MONTH OF TIE SECOND YEAR OF THE REQUIRED TWO-YEAR MAINTENANCE BOND, THE DEVELOPER SHALL BE RESPONSIBLE FOR REMOVING ANY SIGNIFICANT BUILD-UP OF SEDIMENT OR DEBRIS FROM DRAINAGE IMPROVEMENTS WITH EXCEPTIONS AS DESIGNATED. THE FUNDING SHALL BE BORNE BY THE DEVELOPER AND SHALL BE ACCOMPLISHED BY COLOR TV INSPECTION IN THE PRESENCE OF A CITY REPRESENTATIVE AND THE ORIGINAL MEDIA SHALL BE GIVEN TO THE CITY AT THE ODMPLEIION OF THE INSPECTION. WATER 1. ALL WATER LINE CROSSINGS OF SANITARY SEWER ONES SHALL BE AS SHOWN IN THE PLANS AND MEET TCEQ REQUIREMENTS. 2, PIPES 12 INCHES IN DIAMETER AND SMALLER SHALL BE POLYVINYL CHLORIDE (P.V.C.) MEETING THE REQUIREMENTS OF AWWA C9DO DR 18 OR DUCTILE IRON PIPE (D.I.P.) MEETING THE REQUIREMENTS OF AWWA C 151 CLASS 50 PIPE. ALL D.I.P. SHALL BE WRAPPED WITH A POLYETHYLENE LINER. 3, FOR PIPES LARGER THAN 12 INCHES IN DIAMETER, THE PIPE SHALL BE REINFORCED CONCRETE CYLINDER PIPE (AWNA C301 OR AWWA C303), DUCTILE IRON PIPE (AWWA C151 CLASS 50) OR POLYVINYL CHLORIDE PIPE UP TO 18 INCHES MEETING THE REQUIREMENTS OF AWWA C9D5 - 235 P.S.I. RATED PIPE. 4. ALL VALVES ON PIPES 12 INCHES AND SMALLER SHALL BE RESIDENT SEALED WEDGE VALVES (AWWA C509). 5, ALL VALVES ON PIPES LARGER THAN 12 INCHES BUT SMALLER THAN 3D INCHES SHALL BE BUTTERFLY VALVES (AWWA C504) OR WEDGE VALVES (AWWA C509). 6. ALL VALVES ON PIPES 30 INCHES AND LARGER SHALL BE BUTTERFLY VALVES (AWWA C5D4). 7. EMBEDMENT SHALL BE AS SHOWN IN THE PLANS. BACKFILL WITHIN THE OMITS OF EXISTING AND PROPOSED PAVEMENT SHALL BE COMPACTED TO 95% STANDARD PROCTOR. OUTSIDE PAVEMENT (EXISTING OR PROPOSED) SHALL BE COMPACTED TO MINIMUM OF 92% STANDARD PROCTOR. ALL COMPACTION SHALL BE BY MECHANICAL METHODS. & WATER LINES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH NCTCOG ITEM 506, ALL WATER ONES SHALL BE SWABBED IN THE PRESENCE OF THE INSPECTOR PRIOR TO BACKFILUNG. 9. ALL HORIZONTAL AND VERTICAL BENDS SHALL BE BLOCKED. 10, ALL FITTINGS SHALL INCLUDE MEGALUG CONNECTORS. 11. ALL FIRE HYDRANTS SHALL BE INSTALLED WITH A 24" x P4" SQUARE REINFORCED CONCRETE PAD. 12. ALL WATER ONES SHALL BE SWABBED IN THE PRESENCE OF THE INSPECTOR PRIOR TO BACKFULL. SCIFIEENINGi WALLS 1. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. 0 28 DAYS, 2. REINFORCEMENT - ASTM A-36. 3. MASONRY - COMPRESSIVE STRENGTH SHALL BE PRESCRIBED IN ITEM 2.3.6 SPECIAL PROVISIONS. 4, WIND LOAD FOR DESIGN - 20 P.S.F. 5, PIER BEARING STRESSES - SEE BRICK SCREENING WALL NOTES. SANITARY SEWER 6. MORTAR - TYPE 'S'. 1, ALL SEWER ONES CROSSING POTABLE WATERLINES SHALL BE AS SHOWN IN THE PLANS AND MEET TCEQ REQUIREMENTS. 7. PROVIDE CONTROL JOINTS AT 50 FEET. 2, PIPES 6 INCHES THROUGH 15 INCHES SHALL BE IN ACCORDANCE WITH ASTM D3034 WITH A MINIMUM SDR OF 35 OR ASTM 03350 AND DE 345434 C. 8. PROVIDE EXPANSION JOINTS AT 200 FEET CENTER MAXIMUM, 3. PIPES LARGER THAN 12 INCHES THROUGH 48 INCHES SHALL BE IN ACCORDANCE WITH ASTM STANDARDS F679, F794, F949 AND 03350/ DE 345434 C. 9. PROVIDE PIER WITH MINIMUM 9 FOOT W/ 24 INCH DIAMETER BELL IN CLAY OR OTHER MATERIAL EXCEPT 4. MANHOLES SHALL BE PRECAST. ALL MANHOLES SHALL BE WATER TIGHT. PRECAST MANHOLES SHALL HAVE BLUE SHALE, 6 FOOT MINIMUM WITH 3 FOOT MINIMUM INTO BLUE SHALE. JOINTS SEALED. ALL RING AND COVERS SHALL INCLUDE AN INTERNAL CHIMNEY SEAL. 5, ALL PIPE OPENINGS IN MANHOLES SHALL INCLUDE COUPLINGS WITH 'Q" RING RUBBER CASKETS. 10. ALL EXPOSED CONCRETE SHALL BE CLASS 2 RUBBED FINISHED SURFACE. 6, STUBOUTS OUT OF MANHOLES SHALL BE FITTED WITH A STOPPER AND CAP. STUBOUTS SHALL BE A MINIMUM OF 5 FEET FROM MANHOLE AND BE SUPPORTED BY A CONCRETE CRADLE. 11. SIDEWALKS ADJACENT TO WALLS MUST BE 5-FOOT MINIMUM WIDTH FROM ALL PORTIONS OF THE WALL 7. ALL DROP MANHOLES SHALL BE OF THE EXTERNAL TYPE, (INCLUDING PILASTERS, COLUMNS, ETC.). B. MANHOLES SHALL BE VENTED IN ACCORDANCE WITH TCEQ REQUIREMENTS 9. ALL SANITARY SEWER PIPE SHALL BE TESTED (NCTCOG ITEM 507.5) AFTER CONSTRUCTION. TESTING SHALL 12. MAXIMUM PILASTER SPACING 40 FEET. INCLUDE PRESSURE TESTING, MANDREL TEST (TCEQ REQUIRED) AND COLOR TV INSPECTION. COLOR TV 13. WALL$ SHALL NOT BE PLACED IN THE VISIBILITY EASEMENT DR STREET RIGHT OF WAY. INSPECTION SHALL BE COMPLETED IN PRESENCE OF CITY REPRESENTATIVE AND THE ORIGINAL MEDIA SHALL BE GIVEN TO THE CITY AT THE COMPLETION OF THE INSPECTION. 14, THE WALL SHALL BE A MINIMUM OF EIGHT FEEL IN HEIGHT AS MEASURED FROM THE NEAREST ALLEY SEWER SHALL S RE -INSPECTED AFTER INSTALLATION OF FRANCHISE UTILITIES. AIR TEST ONLY. EDGE OR SIDEWALK GRADE, WHICHEVER IS THE HIGHER. THE COLOR OF THE WALL SHALL BE LIMITED TO 11. MANHOLES SHALL C VACUUM WILLTESTH IN THE PRESENCE OF THE CITY REPRESENTATIVE. WITH TAT MA EARTH -TONE COLORS, EXCLUDING GRAY, GREEN AND WHITE. THE COLOR OF THE WALL SHALL BE UNIFORM IL NO ENO -OF -ONE CLEANpUTS WILL BE ALLOWED. TERMINATE SEWER ONES WITH A MANHOLE, ON EACH SIDE OF A THOROUGHFARE FOR THE ENTIRE LENGTH BETWEEN INTERSECTING THOROUGHFARES, ® ILLUMINATION 1. STREET LIGHT FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TXU ELECTRIC UNLESS OTHERWISE APPROVED BY THE CITY'S PUBUC WORKS DEPARTMENT. THE FINISH OF THE WALL DETAIL AND NOTES FOR 25' OR 30' MOUNTING HEIGHT ROUND STEEL POLE. SHALL BE CONSISTENT ON ALL SURFACES. 2. PROVIDE SQUARE CONCRETE MOW STRIP 18' FROM OUTSIDE OF POLE TO CORNER USING 3,000 P.S.I. CONCRETE WITH 13 BARS 0 18' AND X' EXPANSION JOINT. 15. IF WROUGHT IRON FENCING IS TO BE UTILIZEDON REQUIRED SCREENING, ALL WROUGHT IRON MUST BE 3, SUBDIVISION STREET LIGHTING TO CONFORM TO THE ZONING ORDINANCE. "DECORATIVE STREET LIGHTING SHALL BE SOLID STOCK, NO TUBULAR STEEL WILL BE ALLOWED PROVIDED ALONG RESIDENTIAL STREETS THROUGHOUT ALL RESIDMAL DEVELOPMENTS, PROVIDING LOW ILLUMINATION WITH SOLAR CONTROLS ON DECORATIVE POLES WITH SPACING RANGING FROM 250 FEET TO 350 FEET BETWEEN UGHTS A, REN9EU MAIM NIXES JCH PLACED ON ALTERNATING SIDES OF THE STREET. A STREET DGHTING PLAN MUST BE SUMITTED TO THE CITY ENGINEER FOR APPROVAL. THE CITY ENGINEER IS AUTHORI2ED TO ALTER THE DISTANCE REQUIREMENT IF NEEDED IN AN EFFORT TO ACHIEVE THE BEST LIGHTING m um zw smm WE 13 All ARRANGEMENT POSSIBLE' AM PAnW IyIE 20 ivy OnfSE NWE It e 0 AN e9 w PAN NOTE Iy AH DETAILS OEM SPYS SEAR PARMWH N0. 9 AH SPECIAL DETAILS OR MODIFICATIONS TO THESE STANDARD DETAILS TO BE UTILIZED ON ANY ADO SKEET 51GI FECLy5TOM k LUjiiWAnp1 IIECUNUAW xH GIVEN PROJECT SHALL BE SUBMITTED TO THE CITY FOR APPROVAL FOR USE. DENSE PAVING WG NQ is3 All ©IrTP=EET 810" SPECIRCATIQNS HQ wm� e` STREET THE DEVELOPER THEGNSTNS ALNNTIION ALL IOFETHE STREEECTONS T SIGNS MUST BTHE E PRIOR TOON OF ATHE�FINAL ACCEPTANCE OFIVISION SHALL BE RTHEHED AND INSTALLED SUBDI SUBDIVISION. THE LEBGEND CITY OF WYLIE, TEXAS SHALL CONTAIN THE NAME OF THE STREET, ANY SOFFIX AS DESIGNATED ON THE PLAT, AND THE BLOCK NUMBER AS ASSIGNED BY THE CITY. THE SIGN FACE SHALL BE HIP PRISMATIC WHITE W/BLUE EC FILM WITH CITY LOGO. THE SIGN PLATE SHALL BE 9 INCHES TALL AND 0.080 INCHES THICK FLAT BLADE ALUMINUM DRILLED. THE STREET NAME SHALL BE 6 INCH UPPER CASE LETTERS. THE SUFFIX AND BLOCK LETTERS STANDARD CONSTRUCTION DETAIL, SHALL BE 3 INCHES. ALL LETTERS SHALL BE WHITE. THE SIGNS SHALL BE MOUNTED N A 2 INCH BY 12 FOOT SQUARE POST WITH A 2.25 INCH BY 36 INCH SQUARE GROUND ANCHOR AND 2.5 INCH BY 18 INCH SLEEVE. THE ANCHOR POST SHALL BE DRIVEN INTO THE GROUND AT A DEPTH OF 30 INCHES. THE STREET NAME SHALL BE MOUNTED 10 FEET FROM THE TOP OF THE CURB MEASURED TO THE BOTTOM OF GENERAL NOTES THE LOWEST SIGN. SIGNS SHALL BE MOUNTED ON SQUARE POSTS USING DRIVE RIVETS, WASHER, SPACE AND CHERRY MATE RIVETS TO ATTACH ENDS OF SIGN TOGETHER. neTc. eaaN NOTES 1. THESE GENERAL NOTES ARE CITY OF WYLIE STANDARDS AND SHALL NOT SUPERSEDE REOUIREMENTS NOTED ELSEWHERE IN THE PLANS. IN THE CASE OF CONFLICTS, THE MORE EXPENSIVE AND/OR MORE STRINGENT REOUIREMENT SHALL APPLY. PARK BOULEVARD EXTENSION CITY OF WYLIE GENERALNOTES SUITE 800 ■■mom ■ HALFF FRIS O,TX7503 -8641BLVD FRISCO, TX 75034-8641 MEN 618-4570 TEL (214) FAX 739 0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDAK DATE' 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: N.T.S. CONTRACT No. 35192 SHEET 3 OF 488 1 GNTS-01F- 191 02113120241tem G. �- PL of Track Po ixodim f 5.9. 15'-6" (Main Line Track) 12'-G' Other 7'-9, Base of Rail 1' 6' UPRR & KCS 1' 8' BNSF GENERAL SHORING NOTES: ].All dimensions are measured perpendicular to CL of Track. 2. Prior to commencing any work, submit for approval by the Railroad detailed plans indicating the nature and extent of the track protection shoring proposed. Install the temporary shoring system per the approved plans. Comply with design requirements in SECTION IV (SHORING) OF THE KCSR GUIDELINES FOR DESIGN AND CONSTRUCTION OF OVERPASSES AND UNDERPASSES. 3. For excavations which encroach into Zone A or B, provide shoring plans and design calculations. Plans and calculations must be signed and sealed by a Professional Engineer registered in the State of Texas. Excavation Permitted Ground Profile Sample Excavation UL 2 c 1.5 clo o L V ILn Zone A Shoring L- Zone A c N I'L C 0 o L NIN m10, c N 0 c o O L N N Shoring must be designed for Railroad live load surcharge in addition to OSHA Standard loads for excavation in Zone A. APPLICABLE RAILROAD LIVE LOAD: COOPER E80 * This table is primarily required for overpass projects. This table is not required for underpass projects if the provided Plan and Profile sheets indicate this information at a minimum of every 100 ft and within bounds including 1500 ft before and after the limits of trockwork. Shoring to comply with OSHA requirements Zone B GENERAL EXCAVATION ZONES C-) a) C O N Only vertical shoring willbe permitted for excavation in this zone, (no sloping cuts). Shoring to comply with OSHA requirements G E N E R A L S H 0 R IN G REOUIREM ENT S + RAILROAD GENERAL NOTES: 1. Railroad review and approval of shoring, erection, demolition, and falsework is required. Allow a minimum of four weeks for the review and approval of each submittal. 2. The proposed grade separation project shall not increase the quantity and/or characteristics of the flow in the Railroad's ditches and/or drainage structures. In the rare event that a grade separation project will increase the quantity and/or characteristics of flow in such elements, such a design must be reviewed and approved by the Railroad. 3. Verify the elevation of the existing top -of -rail profile before beginning construction. Bring all discrepancies to the attention of the Railroad prior to construction. 4. Submit a proposed method of erosion and sediment control for approval by the Railroad. 5.Design and construct all shoring systems that impact the Railroad's operations and/or support the Railroad's embankment per current Railroad Guidelines for Temporary Shoring. 6. Comply with Railroad Demolition Guidelines for all demolitions within the Railroad's right of way and/or demolition that may impact the Railroad's tracks or operations. 7. Design erection methods over the Railroad's right of way to cause no interruption to the Railroad's operation, enabling the track(s)to remain open to traffic per the Railroad's requirements. Coordinate construction work windows with the Railroad's Designated Representative. 8. Design all construction phasing that may impact the Railroad operations to cause no interruption to the Railroad's operations, enabling the tracks) to remain open to traffic per the Railroad's requirements. Coordinate construction work windows with the Railroad's Designated Representative. 9. Comply with minimum construction clearances for falsework outlined in the Railroad's Guidelines. 10. Verify all permanent clearances before project closing. 11. For Railroad coordination please refer to Sheets 2 and 3 and the TxDOT Standard Specifications. TABLE OF TOP OF RAIL PROFILE t (STATIONS INCREASE WITH MILEPOST INCREASE) MAIN LINE ALIGNMENT: L 100' STATIONS FT RAIL ELEVATION ALIGNMENT: RI 100' STATIONS HT RAIL ELEVATION 0+00 DATA FLD 0+00 DATA FLD 1+00 DATA FLD 1+00 DATA FLD 2+00 DATA FLD 2+00 DATA FLD 3+ DATA FLD 3+ DATA FLD o 4 DATA FLD 4 DATA FLD a DATA FLD DATA FLD 0 0 0 DATA FLD 00 DATA FLD 7+00 DATA FLD +00 DATA FLD 8+00 DATA FLD 8+00 DATA FLD 9+00 DATA FLD 9+00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD w 0+ DATA FLD 0+ DATA FLD 0 0 DATA FLD 0 DATA FLD DATA FLD DATA FLD ? 0 DATA FLD 00 DATA FLD x +00 DATA FLD +00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD 0+00 DATA FLD G 10+00 DATA FLD o 10+00 DATA FLD 11+00 DATA FLD 11+00 DATA FLD 12+00 DATA FLD 12+00 DATA FLD 13+00 DATA FLD 13+Ok DATA FLD w ~ H U 14+0 DATA FLD 14+0 DATA FLD UJ 15+ DATA FLD 1 + DATA FLD o 16 DATA FLD DATA FLD 0 0 DATA FLD 1 +00 DATA FLD +00 DATA FLD 18+00 DATA FLD 9+00 DATA FLD 19+00 DATA FLD 20+00 DATA FLD 20+00 DATA FLD o ± EXISTING TRACK STA. 10+00 _ + CONSTRUCTION STA. XX+XX 1. Centerline of bridge and/or centerline of project. 2. Track layout and limits of Railroad right of way with respect to centerline of main lines. 3. Future tracks, access roadways and existing tracks as main line, siding, spur, etc. 4. Point of minumum vertical clearance and distance, Measured perpendicular, from the centerline of nearest track. 5. Horizontal clearance at right angle from centerline of nearest existing or future track to the face of obstruction such as substructure above grade. 6. Horizontal clearance at right angle from centerline of nearest existing or future track to the face of nearest foundation below grade. 7. Horizontal spacing at right angle between centerlines of existing and/or future tracks. 8. Limits of shoring and minimum distance at right angle from centerline of nearest track. 9. All existing facilities and utilities and their proposed relocation, if required. 10. Toe of riprap or earth slope and/or limits of retaining wall. 11. Existing and proposed contours. (not required if the existing groundlines or drainage characteristics in Railroad ROW will not be altered). 12. Railroad Milepost and direction of increasing Milepost. 13.Direction of flow for alldrainage systems within project limits. 14. Limits of barrier rail and fence with respect to centerline of track. 15. Depth of foundation below bottom of tie. (for footings only) 16. Top and bottom of pier protection wallelevation relative to top of railelevotion. 17. Controlling dimensions of drainage ditches and/or drainage structures. 18. Top of rail elevations for all tracks. 19. Minimum permanent vertical clearance above top of high rail to the lowest point under the bridge. 20. Existing and proposed groundline & roadway profile. 21. Type of riprap slope paving. 22. Location of deck drains. 23.Totalwidth of superstructure. 24. Width of shoulder and/or sidewalk. In In aT c N N 0 c U L v N FENCE POST FOR BRIDGES WITH DESIGNATED EXTERIOR SIDEWALKS, THE RAILROAD MAY REQUIRE A CURVED FENCE CLOSED CONCRETE PARAPET BARRIER RAIL OVER RAILROAD RIGHT-OF-WAY SHOULDER YPICAL FENCE ON BARRIER DETAIL ONLY REQUIRED ON OVERPASSES IF SHOWN ON BRIDGE LAYOUT. (AREAS WITH PEDESTRIANS ON BRIDGE, RAIL YARDS, OR HISTORY OF VANDALISM) NO CONSTRUCTION ACTIVITIES OR OTHER OBSTRUCTION SHALL BE PLACED WITHIN THESE LIMITS MINIMUM CONSTRUCTION CLEARANCE ENVELOPE (NORMAL TO RAILROAD) 15'-O'(UPRR),(BNSF)ond14'-O' (KCS) GENERAL NOTES: Design and Construction for Railroad Projects shollbe in accordance with the AREMA Manualfor Railway Engineering and Kansas City Southern Guidelines for the Design and Construction of Overpasses and Underposses,and the TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges AS APPLICABLE TO THE RAILROAD COMPANY INVOLVED. See BNSF/UPRR Guidelines for Grade Seperation Projects Plan No.711100 and TxDOT Railroad Fence Details Sheet for additional information. A curved top fence extending 8'-O' above top of sidewalk is acceptable only where there is a traffic railbetween roadway and sidewalk. See Kansas City Southern Guidelines for the Design and Construction of Overpasses and Underpasses for corresponding BNSF/UPRR sheets referenced. SHEET 1 OF 3 ® Rall ,Texas Department of Transportation Division RAILROAD REQUIREMENTS FOR BRIDGE CONSTRUCTION FILE: ON: TxDOT CN: TxDOT ow: TxDOT CN: TxDOT ©TxDOT October 2014 CONT SECT JOB I IGNWAI REVISIONS March 2020 GIST COUNTY SNEET N0. 192 PART 1- GENERAL 3.02 RAILROAD OPERATIONS 0211312024 Item G. 1.01 DESCRIPTION This project includes construction work within the right of way and/or properties of the Railroad Company and adjacent to its tracks, wire lines and other facilities. These sheets describe the minimum special requirements for coordination with the Railroad when working upon, over or under Railroad Right of Way or when impacting current or future railroad operations. Coordinate with the Railroad while performing the work outlined herein, and afford the some cooperation with the Railroad as with Collin County. Complete all submittals and work in accordance with TxDOT Standard Specifications, Railroad Guidelines and AREMA recommendations as modified by these minimum special requirements or as directed in writing by the Railroad Designated Representative. For purposes of this project, the Railroad Designated Representative is the person or persons designated by the Railroad Manager of Industry and Public Projects to handle specific tasks related to the project. Michael Martin Manager of Public Projects The Kansas City Southern Railway Company 427 West 12th Street, Kansas City, MO 64105 Office: 816.983.1138 Email: mmortin@kcsouthern.com 1.02 REQUEST FOR INFORMATION / CLARIFICATION Submit Requests for Information ('RFI') involving work within any Railroad Right of Way to the Collin County Engineer. The Collin County Engineer will submit the RFI to the Railroad Designated Representative for review and approval for RFI's corresponding to work within Railroad Right of Way. Allow six (6) weeks total time for review and approval, which includes four (4) weeks for review and approval by the Railroad. 1.03 PLANS / SPECIFICATIONS Collin County has received written Railroad approval of the plans and specifications for this project. Any revisions or changes in the plans after award of the Contract must have the approval of Collin County and the Railroad. PART 2 - UTILITIES AND FIBER OPTIC Construct all utility installations in accordance with current AREMA recommendations, Railroad, Collin County and owning utility specifications and requirements. Railroad general guidelines can be found on the Railroad's website or by contacting the Railroad Designated Representative. PART 3 - CONSTRUCTION 3.01 GENERAL A. Perform all work in compliance with all applicable Railroad, FRA (Federal Railway Administration)and TxDOT rules and regulations. Arrange and conduct work in a manner that does not endanger or interfere with the safe operation of the tracks and property of the Railroad and the traffic moving on such tracks, or the wires, signals and other property of the Railroad, its tenants or licensees, at or in the vicinity of the Work. The safe operation of Railroad's train movements takes precedence over any work to be performed by the Contractor. The Contractor is responsible for train delay cost and lost revenue claims due to any delays or interruption of train operations resulting from Contractor's construction or other activities. B. Construction activities within 25 feet of the operational tracks will only be allowed if absolutely necessary and the Railroad's Designated Representative grants approval. Construction activities within 25 feet of the operations tracks) do not allow the tracks to stay operational. In such cases, coordination and approval by the Railroad Track Manager is required with regard to schedule, flagging, and slow orders. See Sections 3.07 and 3.08 for additional information. C. Provide track protection for all work equipment (including rubber tired equipment) operating within 25 feet from nearest rail. When not in use, keep Contractor's machinery and materials at least 50 feet from the Railroad's nearest track. D. Vehicular crossings of railroad track are allowed only at existing crossings, or haul road crossings developed with railroad approval. E. The Contractor is also advised that new railroad facilities within the project may be built by the Railroad. If applicable, these facilities are delineated in the plans. Be aware of the limits of responsibilities and coordinate efforts with the Railroad and Collin County. A. Trains and/or equipment are expected on any track, at any time, in either direction. Become familiar with the train schedules in this location and structure bid assuming intermittent track windows in this period, as defined in Paragraph B that follows. B. All railroad tracks within and adjacent to the contract site are active, and rail traffic over these facilities shall be maintained throughout the Project. Activities may include both through moves and switching moves to local customers. Railroad traffic and operations will occur continuously throughout the day and night on these tracks and shall be maintained at all times as defined herein. Coordinate and schedule the work so that construction activities do not interfere with railroad operations. C. Coordinate work windows with Collin County and the Railroad's Designated Representative. Types of work windows include Conditional Work Windows and Absolute Work Windows, as defined below: 1. Conditional Work Window: A Conditional Work Window is a period of time that railroad operations have priority over construction activities. When construction activities may occur on and/or adjacent to the railroad tracks within 25 feet of the nearest track, a railroad flag person will be required. At the direction of the Railroad's flag person, upon approach of a train, and when trains are present on the tracks, the tracks must be cleared (i.e., no construction equipment, materials or personnel within 25 feet, or as directed by the Railroad Designated Representative, from the tracks). Conditional Work Windows are available for the Project. 2. Absolute Work Window: An Absolute Work Window is a period of time that construction activities are given priority over railroad operations. During this time frame, the designated railroad track(s) will be inactive for train movements and may be fouled by the Contractor. At the end of an Absolute Work Window, the railroad tracks and/or signals must be completely operational for train operations and all Railroad, Public Utilities Commission (PUC) and FRA requirements, codes and regulations for operational tracks must be satisfied. In the situation where the operating tracks and/or signals have been affected, the Railroad will perform inspections of the work prior to placing that track back into service. A railroad flag person will be required for construction activities requiring an Absolute Work Window. Absolute Work Windows will not generally be granted. Any request will require a detailed explanation for Railroad review. 3.03 RIGHT OF ENTRY, ADVANCE NOTICE AND WORK STOPPAGES A. Do not perform any work within Railroad Right of Way without a valid executed Right of Entry Agreement if required on this project. Obtain Railroad Right of Entry Permit by contacting: Denise Case Permit Manager JLL - Rail Practice Group 4200 Buckingham Road, Suite 110, Fort Worth, TX 76155 Phone: (817) 230-2614 Email: Denise.Cose@am.ji.com OR apply online at: https://kcspermit.jllrpg.com B. Give advance notice to the Railroad as required in the "Contractor's Right of Entry Agreement' before commencing work in connection with construction upon or over Railroad Right of Way and observe the Railroad's rules and regulations with respect thereto. C. Perform all work upon Railroad Right of Way in a manner to avoid interference with or endanger the operations of the Railroad. Whenever work may affect the operations or safety of trains, submit the work method to the Railroad Designated Representative for approval. Approval does not relieve the Contractor from liability. Do not commence any work which requires flagging service or inspection service until the flogging protection required by the Railroad is available at the job site. See Section 3.18 for railroad flagging requirements. D. Make requests in writing for both Absolute and Conditional Work Windows, at least 30 days in advance of any work. Include in the written request: 1. Exactly what the work entails. 2. The days and hours that work will be performed. 3. The exact location of work, and proximity to the tracks. 4.The type of window requested and the amount of time requested. 5. The designated contact person. Provide a written confirmation notice to the Railroad at least 48 hours before commencing work in connection with approved work windows when work is within 25 feet of nearest rail. Perform all work in accordance with previously approved work plans. E. Make provisions to protect operations and property of the Railroad should a condition arising from, or in connection with the work, require immediate and unusual action. If in the judgment of the Railroad Designated Representative such provisions are insufficient, the Railroad Designated Representative may require or provide such provisions as deemed necessary. In any event, such provisions shollbe at the Contractor's expense and without cost to the Railroad or Collin County. The Railroad or Collin County shall have the right to order the Contractor to temporarily cease operations in the event of an emergency or, if in the opinion of the Railroad Designated Representative, the Contractor's operations could endanger railroad operations. In the event of such an order, immediately notify Collin County of the order. 3.04 INSURANCE Do not begin work upon or over Railroad Right of Way until furnishing the Railroad with the insurance policies, binders, certificates and endorsements required by the "Contractor's Right of Entry Agreement", and until the Railroad Designated Representative has advised Collin County that such insurance is in accordance with the Agreement. 3.05 RAILROAD SAFETY ORIENTATION A. Complete the Railroad's course 'Orientation for Contractor's Safety', and maintain current registration prior to working on the Railroad's property. This course is required to be completed annually by Contractor and Subcontractor personnel working on site. "UPRR,BNSF,KCS/TEXMEX willnot accept on -track safety training certificates from other Railroads. Refer to each Railroad's specific contractor right of entry for training information.' B. Know and follow the "Contractor's Right of Entry Agreement" EXHIBIT D, MINIMUM SAFETY REQUIREMENTS regarding clothing, personal protective equipment, and general safety requirements. 3.06 COOPERATION The Railroad will cooperate with Contractor so that work may be conducted in an efficient manner, and will cooperate with Contractor in enabling use of Railroad Right of Way in performing the work. 3.07 MINIMUM CONSTRUCTION CLEARANCES FOR FALSEWORK AND OTHER TEMPORARY STRUCTURES Abide by the following minimum temporary clearances during the course of construction: A. 15' - 0' (BNSF)(UPRR), and 14' - 0' (KCS) horizontal from centerline of track B. 22' - 0' (KCS) and 21' - 6' (UPRR & BNSF) vertically above top of rail. For construction clearance less than listed above, obtain local Railroad Operating Unit review and approval. 3.08 APPROVAL OF REDUCED CLEARANCES A. Maintain minimum track clearances during construction as specified in Section 3.07. B. Submit any proposed infringement on the specified minimum clearances to the Railroad Designated Representative through Collin County at least 30 days in advance of the work. Do not proceed with such infringement without written approval by the Railroad Designated Representative. C. Do not commence work involving on approved infringement until receiving written assurance from the Railroad Designated Representative that arrangements have been made for any necessary flagging service. SHEET 2 OF 3 ® Rall ,Texas Department of Transportation Division RAILROAD REQUIREMENTS FOR FOR BRIDGE CONSTRUCTION FILE: ON: TOOT CK: TOOT DW: TOOT CK: TOOT ©TOOT October 2014 CONT SECT JOB I IGNWAI REVISIONS March 2020 pIST COUNTY SIEET N0. 193 0211312024 Item G. 3.09 CONSTRUCTION AND AS -BUILT SUBMITTALS A. Provide Collin County submittals for construction materials and procedures as outlined below and indicated in TxDOT Standard Specifications. B. The tables below provide the Railroad's minimum submittal requirements for the construction items noted. Submittal requirements are in addition to those specified elsewhere in these bid documents. The review times indicated below represent the total time, including the Railroad's required four (4) weeks. C. Collin County will forward relevant submittals to the Railroad Manager of Industry and Public Projects unless otherwise directed by the Railroad. Collin County and the Engineer of Record will review and include comments prior to forwarding to the Railroad. Submit items in Table 1 for both railroad overpass and underpass projects, as applicable. Submit items in Table 2 for railroad underpass projects only. TABLE 1 - RAILROAD SUBMITTAL REQUIREMENTS FOR OVERPASS & UNDERPASS PROJECTS ITEM DESCRIPTION SETS REVIEW TIME 1 Shoring design and details 6 6 weeks 2 Falsework design and details 6 6 weeks 3 Drainage design provisions 6 6 weeks 4 Erection diagrams and sequence 6 6 weeks 5 1 Demolition diagram and sequence 6 1 6 weeks TABLE 2 - RAILROAD SUBMITTAL REQUIREMENTS FOR UNDERPASS PROJECTS ITEM DESCRIPTION SETS NOTES REVIEW TIME 1 Shop drawings 6 Steeland Concrete members 6 weeks 2 Bearings 6 For allstructures 6 weeks 3 Concrete Mix Designs 6 For all structures 6 weeks 4 Rebar & Strand 6 For superstructure only 6 weeks certifications 5 28 day concrete 6 For superstructure only 6 weeks strength Waterproofing material Waterproofing & protective 6 certifications and 6 boards 6 weeks installation procedure Structural steel All fracture critical members 7 certifications 6 & other members requiring 6 weeks improved notch toughness Fabrication and Test All fracture critical members 8 reports 6 & other members requiring 6 weeks improved notch toughness 9 Welding Procedures and 6 AWS requirements 6 weeks Welder Certification Pile driving, drilled shaft 10 Foundation Construction 6 construction, bearing 6 weeks Reports or Notes pressure test reports for spread footings Compaction testing Must meet 95% maximum 11 reports for backfillat 6 dry density, Modified 6 weeks abutments Procter ASTM D1557 D. Collin County shall submit As -Built Records to the Railroad when Collin County has processed the final project plans. These records shall consist of the following items: Overpass Projects 1. Electronic files of all structure design drawings with as constructed modifications shown, in Microstation J or Acrobat .PDF format. 2. Hard copies of all structure design drawings with as constructed modifications shown. Underpass Projects 1. Electronic files of all structure design drawings with as constructed modifications shown, in Microstation J or Acrobat .PDF format. 2. Hard copies of all structure design drawings with as constructed modifications shown. 3. Final approved copies of shop drawings for concrete and steel members. 4. Foundation Construction Reports 5. Compaction testing reports for backfill at abutments 3.10 APPROVAL OF DETAILS Submit details of the construction affecting Railroad's tracks and property not already included in the Contract Plans to the Railroad Designated Representative through Collin County for the Railroad's review and written approval before such work is undertaken Allow a total six (6) weeks for review and approval of these submittals, which includes the Railroad's four (4) week review time. 3.11 MAINTENANCE OF RAILROAD FACILITIES A. Maintain all ditches and drainage structures free of silt or other obstructions resulting from Contractor's operations. Repair eroded areas and any other damage within Railroad Right of Way and repair any other damage to the property of the Railroad, or its tenants. B. Perform all such maintenance and repair of damages due to the Contractor's operations at Contractor's expense. C. Submit a proposed method of erosion control for review by the Railroad prior to beginning any grading on the Project Site. Comply with all applicable local, state and federal regulations when developing and implementing such erosion control. 3.12 SITE INSPECTIONS BY RAILROAD's DESIGNATED REPRESENTATIVE A. In addition to the office reviews of construction submittals, site inspections may be performed by the Railroad Designated Representative at significant points during construction, including the following if applicable: 1. Pre -construction meetings. 2. Pile driving/drilling of caissons or drilled shafts. 3. Reinforcement and concrete placement for railroad bridge substructure and/or superstructure. 4. Erection of precast concrete or steel bridge superstructure. 5. Placement of waterproofing (prior to placing ballast on bridge deck). 6. Completion of the bridge structure. B. Site inspection is not limited to the milestone events listed above. Site visits to check progress of the work may be performed at any time throughout the construction as deemed necessary by the Railroad. C. Provide a detailed construction schedule, including the proposed temporary horizontal and vertical clearances and construction sequence for allwork to Collin County for submittolto the Railroad Designated Representative for review prior to commencement of work. Include the anticipated dates when the above listed events will occur. Update this schedule for the above listed events as necessary and each month at a minimum to allow the Railroad to schedule site inspections. 3.13 RAILROAD REPRESENTATIVES Railroad representatives, conductors, or watch person will be provided by the Railroad, at expense of Collin County, to protect Railroad's facilities, property and movements of its trains or engines. In general, the Railroad will furnish such personnel or other protective services as follows: A. When any part of any equipment is standing or being operated within 25 feet, measured horizontally, from nearest rail of any track on which trains may operate,or when any object is off the ground and any dimension thereof could extend inside the 25 foot limit, or when any erection or construction activities are in progress within such limits, regardless of elevation above or below track. B. For any excavation below elevation of track subgrade if, in the opinion of the Railroad Designated Representative, track or other railroad facilities may be subject to settlement or movement. C. During any clearing, grubbing, excavation or grading in proximity to Railroad's facilities, which, in the opinion of the Railroad Designated Representative, may endanger railroad facilities or operations. D. During any contractor's operations when, in the opinion of the Railroad Designated Representative, Railroad facilities, including, but not limited to, tracks, buildings, signals, wire lines, or pipe lines, may be endangered. E. Arrange with the Railroad Designated Representative to provide the adequate number of flag persons to accomplish the work. 3.14 WALKWAYS REQUIRED Maintain along the outer side of each exterior track of multiple operated track, and on each side of single operated track, an unobstructed continuous space suitable for trainman's use in walking along trains, extending to a line not less than twelve feet (121 from centerline of track. Remove any temporary impediments to walkways and track drainage encroachments or obstructions allowed during work hours before the close of each work day. Construct walkways with railings over open excavation areas when in close proximity of track. Do not violate allowable clearances of these railings to centerline of track: 8' - 6' horizontally for tangent track or 9' - 6' horizontally for curved track. 3.15 COMMUNICATIONS AND SIGNAL LINES If required, the Railroad willrearrange its communications and signal lines, its grade crossing warning devices, train signals and tracks, and facilities that are in use and maintained by the Railroad's forces in connection with its operation at expense of Collin County. This work by the Railroad, will be done by its own forces and it is not a part of the Work under this Contract. 3.16 TRAFFIC CONTROL Coordinate any operations that control traffic across or around railroad facilities with the Railroad Designated Representative. 3.17 CONSTRUCTION EXCAVATIONS AND BORING ACTIVITIES UNDER TRACK A. Take special precaution and care in connection with excavating and shoring. Excavations for construction of footings, piers, columns, walls or other facilities that require shoring shall comply with requirements of TxDOT, OSHA, AREMA and Railroad 'Guidelines for Temporary Shoring". B. The project plans indicate whether there are fiber optic lines or other such telecommunications systems that require consideration. Regardless, contact the necessary call center to determine if such cable systems are present: KCS 1-800-344-8377 Texas One Calla 24 hour number 48 hrs notice required, excluding weekends and holidays OR Michael Martin Manager of Public Projects The Kansas City Southern Railway Company 427 West 12th Street, Kansas City, MO 64105 Office: 816.983.1138 Email: mmortin&kcsouthern.com If a telecommunications system is buried anywhere on or near Railroad's property, coordinate with Collin County, the Railroad and the Telecommunication CompanyGes) to arrange for relocation or protective measures prior to beginning work on or near railroad property. Refer to the project General Notes for additional information. C. Projects involving a boring or jack and bore operation under track such as drainage pipes or culverts and utilities require on installation plan reviewed and approved by the Railroad and Collin County prior to proceeding with such construction. A railroad inspector and contractor -assisted monitoring of ground and track movement is required to maintain safe passage of rail traffic. Stop installation and do not allow passage of trains if movements in excess of 1/41nch vertical or horizontal is detected in the tracks. Immediately repair the damage to the satisfaction of Collin County and the Railroad before proceeding. 3.18 RAILROAD FLAGGING Per the RIGHT OF ENTRY agreement for flagging, notify the Railroad Representative at least 10 working days in advance of Contractor work and at least 30 working days in advance of any Contractor work in which any person or equipment will be within 25 feet of nearest rail or as specified in the Contractor Right of Entry (CROE). 3.19 CLEANING OF RIGHT-OF-WAY When work is complete, remove all tools, implements, and other materials brought into Railroad Right of Way and leave the Right of Way in a clean and presentable condition to the satisfaction of Collin County and the Railroad. SHEET 3 OF 3 ® Rall ,Texas Department of Transportation Division RAILROAD REQUIREMENTS FOR BRIDGE CONSTRUCTION FILE: ON: TOOT CK: TOOT DW: TOOT CK: TOOT ©TxDOT October 2014 1 CONT SECT I JOB I HIGHWAY REVISIONS March 2020 pIST COUNTY SHEET N0. 194 ............. :.< .... ........ ``\` ...; :... :::.....:... . ...: II : : :. _. I ...... .::: ,.. ..... ..... .. ON. UNITEDTATES OF AMERICA 1141:.......... UuRK-&--MARE VOLUME PT P.R.C. .:,.....:.::;....�.. :.::::.�".. ..................�:i 'I .:;.' ........... . .. ..z. ..SKYVIEWIVE .i.................... ..._.._-....._.. ..I. .. . ....-__ _ MOSES DRIVE _..._ TAYLOR FIE: DIANE ELIZABETH DUFFY I:'::I::..'. .... tp LIVING TRUST If I[I:I ..: ':\:.............._............, ... I '... i ..........: is i; •...::�..v:�. I LYLE & ,., °NKN" :.. I. I tt SX LLOYD DEMENT \ N. T.M.W.D.`, PARK BLVD Es I ------ -----...------------ x --�A #11 .......Y ..5.. .... .....- _...-.' YNc.A TORRES EEUN-GE-RNR& IO&E- .... y � I JUAN GUERRERO ::-« _ ; MELODYIK SEIDA ...�-... :..... -L . L/ Tc M ROYTER& ALAYNE CHARLES STARR Y-NR--AE _II.-L- JC-J PQ O &RCAROL + hZ' : GUEVARA00 _- No=.. DAVID L SHIELDS _ yBARRERA `_ MICHELLE BLOCKERTp JANECEK \...... D NaN t: + cn LO + i .................... ...................... >/ +_.............................. - C N. T.M.W.D. I 0 �I I lln JD 0 I Q NORTH TE A$ MUNICIPAL WATE DISTRICT I a I VOLUME .PWI.R3d.C.TGE A17 I I I N.T.M.W.D. I 02113120241tem G. I 0 100 200 300 400 HORIZONTAL SCALE IN FEET ® CONTROL POINT --- PROPOSED R.O.W/OUTGRANT ESMT. --- EXIST. ACCESS/OUTGRANT ESMT. — — — PROPOSED ACCESS ESMT. EXIST. PROPERTY LINE PROP. RETAINING WALL PROP. PROJECT PAVING ® PROP. BRIDGE FENCING TO BE MAINTAINED/ INSTALLED TO SECURE PERIMETERS OF USACE AND NTMWD PROPERTIES SURVEY CONTROL TABLE PT. NO. DESC. NORTH EAST ELEV. 104 SX 7064342.771 2567240.723 562.08 105 SX 7064282.242 2566858.165 561.54 115 SX 7065459.082 2571123.776 557.41 125 SMN 7065248.879 2574832.823 517.10 126 SX 7064347.382 2577447.512 531.51 127 SMN 7065652.851 2576156.635 535.76 128 SX 7063066.136 2578170.222 532.98 129 SX 7063781.635 2578128.266 534.54 379 SX 7065412.034 2573671.035 534.89 380 SX 7065916.811 2573671.175 535.52 SX: SET 'X-CUT' IN CONCRETE SMN: SET MAG NAIL NOTES: 1. THE BASIS OF BEARING IS THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE NORTH AMERICAN DATUM OF 1983, COORDINATES AND DISTANCES SHOWN HERON ARE SURFACE ADJUSTED USING A COMBINED SCALE FACTOR OF 1.00015271. GPS TIES WERE MADE TO CITY OF WYLIE MONUMENTS CM1 & CM3 AS A HORIZONTAL CHECK. NO ADJUSTMENT WAS REQUIRED. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #F-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION call — PROJECT LAYOUT BEGIN TO STA 223+00 mom3803 PARKWOOD BLVD, SUITE 800 ■■■ HALFF FRISCO, TX 75034-8641 TEL (214) 618-4570 mom FAX (214) 739-0095 TBPE FIRM #F-312 acKED: RAWN TMW AK DATE: 913012021 SCA DATE 9/3L/2021 DES ENED 300 DATE' 9/30/2021 CONTRACT No. 35192 SHEET 11 OF 488 PLSI-01 PISI-0135192.dp W1312022 3:o 195 ® CONTROL POINT NOTES: --- PROPOSED R.O.W/OUTGRANT ESMT. 1. THE BASIS OF BEARING IS THE TEXAS STATE — — — EXIST. ACCESS/OUTGRANT ESMT. PLANE COORDINATE SYSTEM, NORTH CENTRAL — — — PROPOSED ACCESS ESMT. ZONE NORTH AMERICAN DATUM OF 1983, COORDINATES AND DISTANCES SHOWN HERON EXIST. PROPERTY LINE ARE SURFACE ADJUSTED USING A COMBINED SCALE FACTOR OF 1.00015271. GPS TIES WERE MADE PROP. RETAINING WALL TO CITY OF WYLIE MONUMENTS CMI & CM3 AS A HORIZONTAL CHECK. NO ADJUSTMENT WAS REQUIRED. PROP. PROJECT PAVING SURVEY CONTROL TABLE PT. NO. DESC. NORTH EAST ELEV. 104 SX 7064342.771 2567240.723 562.08 105 SX 7064282.242 2566858.165 561.54 115 SX 7065459.082 2571123.776 557.41 125 SPIN 7065248.879 2574832.823 517.10 126 SX 7064347.382 2577447.512 531.51 127 SMN 7065652.851 2576156.635 1535.76 128 SX 7063066.136 2578170.222 1532.98 129 SX 7063781.635 2578128.266 4.54 379 SX 7065412.034 2573671.035 4.89 M5.52 380 SX 7065916.811 2573671.175 SX: SET 'X-CUT' IN CONCRETE SMN: SET MAG NAIL ® PROP. BRIDGE ■--e~� FENCING TO BE MAINTAINED/ INSTALLED TO SECURE p PERIMETERS OF USACE AND 1 NTMWp PROPERTIES ..I \ KCS'RR...... .. .......... W liW tE F ' I i / t . I KCS RR' �o�q�� / / ...:? ;; ::::::� I I ......,";ry :; , KCS RR - STA 293+08\ y1p xqf / The seals Zarin on this document Was / pp \ / ? Q _ _ - • - ' ` t — / . END BRIDGE !*�/' authorized by Donald Adam Kane, /STA 280+08 �,.. -' \ a::;. \ `\\ ��DONALD�ADAM �KANE�% oEasealeddocumen822. Altout ration I �'�� \ / "" 10744y"' ' Q.S notification to the res onsible engineer is proper BEGIN BRIDGE � •.: 1 _ _ \'' `�\ p `.' INVESTMENTS ' an offense under the Texas Engineering I -Q Practice Act TBPELSEngineering u-m #F 312 LLC �.;.:,"CJ�� S�Q WYLIE LAKES TOWNHOMES _ � _ � � � P F' F� ADDITION 't� '.1 �� -/ ,. t/1 � :ram!: , J � KCS RR 11 \ V i •!'.: N TEXAS NATIONAL S ` GUARD ARMORY BO '/ \ 4/W \, FOR AGENCY APPROVAL ONLY _ / NOT FOR CONSTRUCTION_" 1II1 �, D ,. )Q:�' ;SIR CP •.;/`� N. T.M.W.D. ' ,- D KCS RR .. a..: ! ! / .;"::... .�- TAASLID 1 y ` INVESTMENTS I I� ' J' TAAS y <, "` ro 2i " �:>� / _ ay e,,, PARK BOULEVARD EXTENSION INVESTMENTS N . 2 7 :' ti \. LLC J F->_\ '\ I J U, . I..... ><: /)'.: �� N '. '•:� N O ::::?3:: , IEEE /i i/ x .. _ .COLLIN s� Sx ` / C� ( �, x EW- ( Cam."" 128 ' AL MART REAL ES 11 \% /$R>� BUSINESS TR C / x STA 298+21'''•i N. T.M. W.D. 'I` ! :> END ROADWAY PROJECT LAYOUT PROJECT '� STA 223+00 TO END ^(b 3803 PARKWOOD BLVD, SUITE 800 HALFFFRISCO TX 75034-8 1 TEL 214 618-0570 i TMW 9/30/2021 AK 9/30/2021 ...................................... ::'rr U / ..... � ��� FAX (214) 739 0095 TBPE FIRM #F 312 fj DRAWN: DATE. DESIGNED: DATE: CHECKED: AK DATE: 9I30/2021 SCALE: CONTRACT No. 35192 SHEET 12 OF 488 PLSI-02 PLSI-0235192.dp 3/18I2022 3:0 196 0211312024 Item G. I PROP TEMP CONST. ESMT PROP R.O.W. VARIES VARIES 0'-70' 13-24' 1 12' LANE 12' LANE 9•� 2% PGL 2% EX. GROUND AA (TYP)— 'rI.'-9IE FUTURE 4 3' BOC (TYP.) STA 214+12 TO STA eJ+55 STA 223+57 TO STA 228+67 STA 232+31 TO STA 232+84 STA 259+43 TO STA 260+00 STA 260+00 TO STA 262+00 A STA 275+85 TO STA 276+10 A VARIES D TYP. 2%, TYP 120' TYP. -T~ I i VARIES TYP.( 2%, TYP. PARK BOULEVARD L/ PGL PROP TEMP PROP R.O.W. CONST. ESMT VARIES VARIES I 8'-21' T 0'-65' I 47' TYP. 13' i TO CL PARKWAY , j I. I 1 I 4.5' I I ---- I 7 is I I 2% 2% PGL % I FUTURE �E ----i ♦~ 1' BOC (TYP.) A ONLY 42" MOISTURE TREATED SUBGRADE REQUIRED FOR THESE STATION RANGES 9IE 9IE PROP. SIDEWALK WB STA 219+13 TO STA 257+00 (8 FT WIDE) EB - STA 218+84 TO STA 253+41 I I I I I I I 11 I I I I j I F BOC (TYP.) LOCATIONS WITH FUTURE SIDEWALK, GRADING SHALL FOLLOW THIS SECTION. PROP TEMP PROP TEMP CONST. ESMT PROP R.O.W. PROP R.O.W. CONST. ESMT i120' TYP. VARIES *VARIES VARIES 0'-15' 13' 12' LANE 12' LANE 23' 13' 01-10 1. 12' LANE 12' LANE 13' 0'-20' PARKWAY LANE PARKWAY i 1 1 3' 3' TYP. 3 2%, TYP. 2%, TYP. ---- 1./ 2% PGL 2% r 3 TYP. 2% PGL 2% A• , EX. GROUND AA 1 (TYP.)— 2 I 2 — — — — �IE9E FUTURE 4 4 FUTURE OE 3'bU(: (ITt'.)-1 t- PARK BOULEVARD (LEFT TURN) STA 202+20 TO STA 206+89 STA 228+67 TO STA 232+31 STA 254+60 TO STA 257+42 STA 262+00 TO STA 265+00 A STA 270+53 TO STA 275+45 A STA 276+10 TO STA 279+91 A ❑ (LEFT TURN LANE IS NOT CONTINOUS AND ALSO OCCURS ON WB SIDE) ------I 1 1' BOC (TYP.) A ONLY 42" MOISTURE TREATED SUBGRADE REQUIRED FOR THESE STATION RANGES ❑ OCCURS IN KCS ROADWAY EASEMENT AREA. PGL TRANSITIONS TO 39' OFF PARK fE �IETyE PROP. SIDEWALK WB - STA 219+13 TO STA 257+00 (8 FT WIDE) EB - STA 218+84 TO STA 253+41 PROP TEMP PROP R.O.W. PROP R.O.W. CONST. ESMT VARIES 120'-130' VARIES I (3.0'-14.7') VARIES VARIES VARIES VARIES I VARIES (0'-51) (-16.7') 0'-10' 12' LANE 12' LANE 0' 10' 27.6'-29.3' 12' LANE 12' LANE 13' PARKWAY LANE F LANE I PARKWAY 1 1' 3, 3 7 7 7 2% PGL 2% TYP. 3 3 TYP. 2% PGL 2% EX. GROUND A,� 1 9, 1 ---- 2 2 4 FUTURE FUTURE 4 11 11 3' BOC (TYP.) �I PARK BOULEVARD (RIGHT TURN) 1' BOC (TYP.) STA 257+42 TO STA 259+43 I r ('rA Ifl LL_= EXISTING PAVEMENT SECTION PROPOSED PAVEMENT SECTION EXISTING TRAFFIC LANE PROPOSED TRAFFIC LANE 9" JOINTED REINFORCED CONCRETE PAVEMENT (°4 BARS @ 18") 8" LIME STABILIZED SUBGRADE (°/SY ALLOWANCE) �► 6" CONCRETE MONOLITHIC CURB %L 5' WIDE- 5" THICK, 3.000 PSI REINF. CONC. 0' SIDEWALK (13 BARS @ 18" CENTER) �► PROP. MSE RETAINING WALL (SEE NOTE 1) PROP. C221 TRAFFIC RAIL WITH 8' HIGH CHAIN LINK FENCE (TOTAL HEIGHT = 10'-8") _ 4" TOPSOIL W/ BUFFALO GRASS SEEDING OR SOD 8' WIDE- 6'THICK, 3,000 PSI REINF. CONC. SIDEWALK (°3 BARS @ 18" CENTER) �► PROP. COMBINATION C221 RAIL 10 8.0' HIGH GROUND MOUNTED CHAIN LINK FENCE 11 54" MOISTURE TREATED SUBGRADE (SEE NOTE 4) 12 42" MOISTURE TREATED SUBGRADE (SEE NOTE 4) 13 8" ASPHALT PAVEMENT (6" TYPE B / 2" TYPE D OVERLAY) 14 6' WIDE- 5" THICK, 3.000 PSI REINF. CONC. SIDEWALK (°3 BARS @ 18" CENTER) 15 8" FLEX BASE, GRADE 1 NOTES: 1. REFER TO RETAINING WALL SHEETS FOR LIMITS OF MSE RETAINING WALLS AND GEOTEXTILE/ SELECT MATERIAL REQUIREMENTS. CONTRACTOR WILL BE PAID FOR M.T.S. WITHIN THE MSE SELECT MATERIAL ZONE IN ACCORDANCE WITH TYPICAL DIMENSIONS SHOWN. 2. ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL OMIT LIME STABILIZED SUBGRADE AND MOISTURE TREATED SUBGRADE AT ALL DRIVEWAYS. 4. ALL EXCAVATION FOR MOISTURE TREATED SUBGRADE (M.T.S.) SHALL BE SUBSIDIARY TO M.T.S. EMBANKMENT PAY ITEM. 5. SPECIAL EARTHWORK PAY ITEM PROVISIONS ARE AS FOLLOWS: -EXCAVATION AND EMBANKMENT WILL BE PAID FOR BETWEEN EXISTING GROUND AND FINISHED GRADE/SUBGRADE WITH NO ADJUSTMENTS FOR TOPSOIL SALVAGING AND PLACEMENT -ACCEPTABLE TOPSOIL WILL BE PAID FOR WHETHER SALVAGED OR IMPORTED BY SY. -SPOIL AND EXCESS MATERIAL DISPOSAL SHALL BE SUBSIDIARY TO EMBANKMENT BID ITEMS PROVIDED. I I— I — I IPPao PARK BOULEVARD EXTENSION call— coL The seal apppearing on this document was by Donald Adam lane, PARK B LV D authorized L./ PE#107449 on 03-18-22. Alteration ROADWAY TYPICAL SECTIONS DONALD�ADAM KANE /j of a sealed document without proper notification to the responsible engineer is offense under the Texas Engineering Volan NSE� G Practice Act. TBPEIS Engineering F1rm #F-312 ��� ■■■ T3803 RISCO, TX 75057 -8641 SUITE 800 HALFF mom FAX (214) 739-0095 TBPE FIRM #F-312 WN 7AK DESIGNED :N DATE: 9/30/2021 "FOR GENCY APPROVAL ONLY CHEc CHECKED: DATE: 913012021 SCAES NOT FOR CONSTRUCTION" CONTRACT No. 3rJ I9Z SHEET 17 OF 488 TYP-05 TYP-0535192.Ip WS12022 3:0 198 0211312024 Item G. 60" COLUMN W/— CRASH WALL EX. GROUND (TYP.) -- — PROP EXISTING PARK BLVD SPRING CREEK R.O.W. R.O.W. 50, 50, 1' 6' 12' LANE 1 12' LANE 12 13' 13' 2' 12' LANE 12' LANE 6' 1' S.W. S.W. CLF - RO (TYP.) t t I � i PGL TY C221 RAIL (TYP.) 15% 2% 2% PGL 1.5% I 1 TX 54 GIRDER (TYP.) 22' V V V 11' LANE 1 11' LANE EX. GROUND (TYP.)— ------ - -_ i- - — IJ_______ _______ 1_ 18.75' MINIMUM EXISTING SPRING CREEK PKWY. CLEARANCE TO REMAIN FOR ACCESS TO U.S. NATIONAL GUARD ARMORY SITE PARK BOULEVARD STA 282+80 TO STA 289+86 CL ROADWAY BRIDGE COLUMN FUTURE N-1 CL ROADWAY FUTURE N 2 BRIDGE COLUMN 1 ' 125' 1 1 15.0' J 130' SPAN ALONG fE OF ROADWAY f 20' 1 fL EX. I CL EX. PATROLROAD , R&D-2 R&D-1 SWITCHING LEAD PATROL 15' +/ 1 I 17' +/- .1. r 20' +/- 1 39' +/- 1 20' +/- 1 14' +/- 60" COLUMN W/ CRASH WALL EX. GROUND (TYP.) 14.2' 1 i 1 1 10.7' �12.25' � 7 3' i KCS RAILROAD CROSSING STA 281+08 TO STA 282+38 (BENT #2) (BENT #3) Z ROADWAY C ROADWAY BRIDGE COLUMN CL 121' SPAN ALONG OF ROADWAY CL BRIDGE COLUMN FUTURE S-1 CL FUTURE S-2 FUTURE S-3 R.O•W. jI 15' I_ 20' 20' I R OSW. 1 100' RAILROAD R.O.W. - 102' ALONG SKEW INTERMODAL LEAD KCSR MAINLINE 32' 1 22' - 44' (APPROX.) I 54' "FOR `AGENCY APPROVAL ONLY I. 13' MIN. VARIES I 1 1 5' NOT FOR CONSTRUCTION" 60" COLUMN W/ CRASH WALL 60" COLUMN W/ CRASH WALL 2.25' /1 r '1% PROP. DRAINAGE DITCH WITH CONC. RIP RAP, TYP. w1i 52' I I ' —----------- KCS RAILROAD CROSSING STA 287+69 TO STA 288+90 (BENT #8A) (BENT #9 NB) A# The seal appeazing on this document was * authorized by Donald Adam Kane, ►••� PE#107449 on 03-18-22. Alteration E of a sealed document without proper QZ7 notification to the responsible engineer is tvan offense under the Te i xas Engineering p Practice Act. TBPEIS Engineering Firm #F-312 LL_= EXISTING PAVEMENT SECTION PROPOSED PAVEMENT SECTION EXISTING TRAFFIC LANE PROPOSED TRAFFIC LANE 9" JOINTED REINFORCED CONCRETE PAVEMENT (°4 BARS @ 18") 8" LIME STABILIZED SUBGRADE (°/SY ALLOWANCE) �► 6" CONCRETE MONOLITHIC CURB %L 5' WIDE- 5" THICK, 3,000 PSI REINF. CONC. 0' SIDEWALK (13 BARS @ 18" CENTER) �► PROP. MSE RETAINING WALL (SEE NOTE 1) PROP. C221 TRAFFIC RAIL WITH 8' HIGH CHAIN LINK FENCE (TOTAL HEIGHT = 10'-8") _ 4" TOPSOIL W/ BUFFALO GRASS SEEDING OR SOD 8' WIDE- 6'THICK, 3,000 PSI REINF. CONC. SIDEWALK (°3 BARS a 18" CENTER) �► PROP. COMBINATION C221 RAIL 10 8.0' HIGH GROUND MOUNTED CHAIN LINK FENCE 54" MOISTURE TREATED SUBGRADE (SEE NOTE 4) 12 42" MOISTURE TREATED SUBGRADE (SEE NOTE 4) 13 8" ASPHALT PAVEMENT (6" TYPE B / 2" TYPE D OVERLAY) 14 6' WIDE- 5" THICK, 3.000 PSI REINF. CONC. SIDEWALK (°3 BARS @ 18" CENTER) 15 8" FLEX BASE, GRADE 1 NOTES: 1. REFER TO RETAINING WALL SHEETS FOR LIMITS OF MSE RETAINING WALLS AND GEOTEXTILE/ SELECT MATERIAL REQUIREMENTS. CONTRACTOR WILL BE PAID FOR M.T.S. WITHIN THE MSE SELECT MATERIAL ZONE IN ACCORDANCE WITH TYPICAL DIMENSIONS SHOWN. 2. ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL OMIT LIME STABILIZED SUBGRADE AND MOISTURE TREATED SUBGRADE AT ALL DRIVEWAYS. 4. ALL EXCAVATION FOR MOISTURE TREATED SUBGRADE (M.T.S.) SHALL BE SUBSIDIARY TO M.T.S. EMBANKMENT PAY ITEM. 5. SPECIAL EARTHWORK PAY ITEM PROVISIONS ARE AS FOLLOWS: -EXCAVATION AND EMBANKMENT WILL BE PAID FOR BETWEEN EXISTING GROUND AND FINISHED GRADE/SUBGRADE WITH NO ADJUSTMENTS FOR TOPSOIL SALVAGING AND PLACEMENT -ACCEPTABLE TOPSOIL WILL BE PAID FOR WHETHER SALVAGED OR IMPORTED BY SY. -SPOIL AND EXCESS MATERIAL DISPOSAL SHALL BE SUBSIDIARY TO EMBANKMENT BID ITEMS PROVIDED. PARK BOULEVARD EXTENSION call- 4 F""\ PARK BLVD ROADWAY TYPICAL SECTIONS momMEN BLVD, SUITE 800 ■■■ HALFF FRIS O,TX7503 FRISCO, TX 75034-8641 618-4570 TEL (214) FAX 739 0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNED' AK DATE' 9/30/2021 CHECKED: AK DATE: 9/30/2021 SCALE: N.T.S. CONTRACT No. 35192 SHEET 21 OF 486 1 TYP-09 F_ 199 SPECIAL REQUIREMENTS: 0211312024 Item G. NTMWD o CONTRACTOR SHALL PROMPTLY COMPLETE GRADING, SLOPE VEGETATION AND PERMANENT FENCING AT SOUTH R.O.W. LINE ALONG ALL NTMWD FRONTAGE. 0 CONTRACTOR SHALL COORDINATE WITH NTMWD TO MAINTAIN EXISTING SECURED PERIMETER FOR PLANT FACILITIES AT ALL TIMES AND PROVIDE GATES, TEMPORARY FENCING AND/OR SECURITY MEASURES PER NTMWD ACCESS REQUIREMENTS. o CONTRACTOR TO NOTIFY NTMWD 72 HOURS BEFORE ANY TRAFFIC SHIFTS. CONTRACTOR SHALL MAINTAIN NTMWD ACCESS ACROSS EXISTING SKYVIEW AND PROPOSED PARK BLVD AT ALL TIMES. o CONTRACTOR SHALL MAINTAIN CONTINUOUS LONGITUDINAL ACCESS ALONG ALL NTMWD EASEMENTS CROSSING THE PROJECT AND WORK AREAS. o NTMWD SHALL HAVE THE RIGHT TO ACCESS THE PROJECT SITE AT REASONABLE TIMES DURING CONSTRUCTION ACTIVITIES TO DISCUSS THE PROPOSED WORK WITH COLLIN COUNTY STAFF AND/OR ITS CONTRACTOR, AND FOR THE PURPOSE OF DESIGN, CONSTRUCTION AND INSPECTION ACTIVITIES; PROVIDED, HOWEVER, THAT IN THE EVENT OF AN EMERGENCY, NTMWD SHALL HAVE IMMEDIATE ACCESS TO THE PROJECT SITE. o COLLIN COUNTY AND/OR ITS CONTRACTOR SHALL NOTIFY, IN WRITING, NTMWD'S INSPECTION STAFF 48 HOURS IN ADVANCE OF ANY SITE INSPECTION. SUCH NOTICE SHALL INCLUDE BOTH THE SCOPE OF INSPECTION(S) AND DATE WORK WILL BE READY TO INSPECT. o COLLIN COUNTY SHALL UTILIZE A NTMWD PREQUALIFIED FENCE CONTRACTOR TO MODIFY THE NORTHWEST CORNER OF THE WATER TREATMENT PLANT III AND PLANT IV LAGOON AREA SECURITY FENCE UNDER THE PROJECT. NTMWD SHALL PROVIDE COLLIN COUNTY WITH AT LEAST TWO APPROVED SUBCONTRACTORS THAT COLLIN COUNTY CAN HIRE TO PERFORM THE SECURITY FENCE WORK DESCRIBED HEREIN. THE WORK INCLUDES INSTALLATION OF NEW CHAIN -LINK FENCE WITH 3-STRAND BARBED WIRE, CORNER POST AND IN-INLINE POSTS, DOUBLE SWING TRAFFIC GATE, GRAVEL DRIVEWAYS AND CONCRETE MOW STRIP WITH #4 STEEL REINFORCEMENT AND ASSOCIATED APPURTENANCES. NOTWITHSTANDING ANYTHING TO THE CONTRARY CONTAINED HEREIN, COLLIN COUNTY SHALL PAY NTMWD FOR ANY AND ALL DAMAGE CAUSED BY COLLIN COUNTY OR ITS CONTRACTORS TO NTMWD'S LINES DURING THE CONSTRUCTION ACTIVITIES CONTEMPLATED HEREIN, INCLUDING BUT NOT LIMITED TO ANY CONSULTING AND REMEDIATION WORK NECESSARY TO ADDRESS ANY CHEMICAL SPILLS IF A CHEMICAL PIPELINE IS DAMAGED. NTMWD SHALL AND TO THE EXTENT IS ABLE, UPON COLLIN COUNTY'S REQUEST, ASSIST COLLIN COUNTY AND ITS CONTRACTORS IN LOCATING THE NTMWD LINES. o ALL NTMWD PIPELINES MUST BE LOCATED BY VACUUM EXCAVATION, HAND EXCAVATION OR OTHER NON-DESTRUCTIVE METHOD PRIOR TO ROAD CONSTRUCTION. USACE o CONTRACTOR SHALL COORDINATE WITH TTPA & USACE TO ACCOMMODATE REVISED TRAIL ALIGNMENT BETWEEN STA 243+00 AND STA 245+70. IF IMPLEMENTED BY TTPA. o CONTRACTOR SHALL PROTECT EXISTING TREES WITHIN GRADING LIMITS AS DIRECTED BY THE ENGINEER. ABSOLUTELY NO DISTURBANCE OF ALL VEGETATION OUTSIDE TEMPORARY CONSTRUCTION EASEMENT AND OUTGRANT LIMITS. 0 CONTRACTOR TO MAINTAIN SAFE PUBLIC ACCESS TO EXISTING USACE PARK AND FISH LOT #3 FOR LAKE LAVON FISHING ACCESS. KCS RAILROAD o CONTRACTOR SHALL NOT CONSTRUCT PARK BLVD. BRIDGE DRILL SHAFTS THAT CONFLICT WITH CENTENNIAL DRIVE/SPRING CREEK PARKWAY CONSTRUCTION AND RELATED TRAFFIC CONTROL OPERATIONS UNTIL CENTENNIAL DRIVE IMPROVEMENTS ARE COMPLETE AND OPEN TO TRAFFIC. 0 CONTRACTOR SHALL USE CASING WHEN DRILLING SHAFTS ADJACENT TO RAILROAD TRACKS (BENTS 2, 3, 8A, 8B, AND 9) FOR FULL LENGTH OF SHAFT PLACEMENT. 0 CONTRACTOR MUST CONTAIN ALL BRIDGE DRAINAGE RUNOFF DURING CONSTRUCTION OF PARK BLVD BRIDGE. CONTRACTOR MAY NOT DISCHARGE ANY RUNOFF OVER THE RAILROAD TRACKS DURING CONSTRUCTION. o CONTRACTOR SHALL INSTALL CRASH WALLS ON BENTS 2 AND 3 (ENTIRE LENGTH). o CONTRACTOR SHALL INSTALL CRASH WALLS ON BENT 8A AND NB SIDE OF BENT 9. 0 CONTRACTOR SHALL REGRADE EXISTING TOPOGRAPHY WHERE NECESSARY TO MAINTAIN POSTIVE DRAINAGE AWAY FROM RAILROAD TRACKS. o CONTRACTOR SHALL NOT DISTURB EXISTING KCS CROSSINGS AND EQUIPMENT CABINETS ALONG SPRING CREEK PKWY. o CONTRACTOR SHALL NOT IMPACT EXISTING KCS ACCESS ROADS. TEXAS NATIONAL GUARD ARMORY o CONTRACTOR SHALL MAINTAIN ACCESS TO ARMORY DRIVEWAY LOCATIONS AT ALL TIMES AND ACCESS SHALL BE CAPABLE OF ALLOWING 18' HIGH LOADS AND USE EXISTING RAILWAY CROSSING LOCATION. o CONTRACTOR MAY ASK FOR EXCEPTIONS TO ACCESS REQUIREMENTS BY DIRECTLY COORDINATING WITH AND RECEIVING WRITTEN APPROVAL OF THE ARMORY COMMANDER. EXCEPTIONS ARE LIKELY TO BE LIMITED TO SHORT TERM (10 DAYS OR LESS) WAIVERS ON CLEARANCE, DRIVEWAY CLOSURE, TEMPORARY ROADWAY DETOURS AND PAVEMENT WIDTH REDUCTIONS. o CONTRACTOR MUST COMPLETE THE EB/SB BRIDGE SUBSTRUCTURE, INCLUDING ARMORY RELATED PAVEMENT IMPROVEMENTS AND UTILITY WORK PRIOR TO BEGINNING CONSTRUCTION OF NB/WB BRIDGE SUBSTRUCTURE, INCLUDING DRILLED SHAFTS. PEREZ PROPERTY ALONG EX. SKYVIEW o CONTRACTOR MUST COORDINATE LOCATION OF NEW DRIVEWAY LOCATION WITH PROPERTY OWNER. 0 CONTRACTOR SHALL COORDINATE REMOVAL OF CURRENT DRIVEWAYS AND SALVAGING OF EXISTING FENCE/GATES WITH PROPERTY OWNER PRIOR TO COMMENCING CONSTRUCTION. o CONTRACTOR MUST GIVE PROPERTY OWNER 30 DAYS ADVANCE NOTICE TO MOVE THE EXISTING FENCE/GATES (BY THE OWNER) BEFORE THE CONTRACTOR CAN REMOVE OR RELOCATE THE EXISTING FENCE/GATES. 0 CONTRACTOR MUST MAINTAIN ACCESS TO PEREZ PROPERTY AT ALL TIMES, AND COORDINATE TEMPORARY FENCING MEASURES (AS REQUIRED) TO MAINTAIN A SECURED PERIMETER TO THE PEREZ PROPERTY AT ALL TIMES. NOTES: 1. ALL COSTS ASSOCIATED WITH REQUIREMENTS AND COORDINATION DESCRIBED ON THIS SHEET, INCLUDING BUT NOT LIMITED TO: DETOUR ROADWAY MATERIALS (NOT SHOWN IN TRAFFIC CONTROL LAYOUT SHEETS), TRAFFIC CONTROL DEVICES, TEMPORARY SECURITY MEASURES AND/OR FLAG MEN SHALL BE SUBSIDIARY TO TRAFFIC HANDLING AND BARRICADES, NO SEPARATE PAY ITEM, 2, CONTRACTOR SHALL MAINTAIN ACCESS TO ALL MAILBOXES AFFECTED BY PROJECT CONSTRUCTION ACTIVITIES AS REQUIRED BY THE USPS TO PROVIDE UNINTERRUPTED MAIL SERVICE. 3. TEMPORARY WORK ZONE REMOVABLE MARKINGS LABELED AS SOLID LINES SHALL BE DONE WITH TABS PER TXDOT STANDARD WZ(STPM)-13. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND REPLACING ALL STRIPING/TABS FOR THE DURATION OF THE PROJECT. 'W The seal appearing on this document was authorized by Donald Adam Kane, .h••••••••••••••••••�••� PE#107449 on 03-18-22. Alteration DONALD ADAM KANE of a sealed document without proper 0 107449 �� notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #F-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION TRAFFIC CONTROL PLAN SPECIAL REQUIREMENTS ■■■ HAL FF FRIS O, 7X 7503 BLVD, SUITE 800 FRISCO, TX 75034-8641 TEL (214) 618-4570 momMEN FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN TMW DATE 9/30/2021 DESIGNED AK DATE 9/30/2021 CHECKED'. AK DATE'. 9/30/2021 1 SCALE'. N.T.S. CONTRACT No. SO I `.1L SHEET 23 OF 488 TCP-01 200 0211312024 Item G. SUGGESTED CONSTRUCTION SEQUENCE: INSTALL ADVANCED WARNING SIGNS AND TRAFFIC CONTROL IN COMPLIANCE O CONSTRUCT EB PARK BLVD PAVEMENT IN FRONT OF HOUSES ON WITH TXDOT STANDARDS, TEXAS MUTCD, AND AS APPROVED BY THE CITY. SKYVIEW DR (STA 247+25 TO 253+00). PHASE 1 o DETOUR TRAFFIC FROM HOUSES ON SKYVIEW DRIVE (STA 247+25 TO NOTES: 253+00) TO EXISTING FORREST ROSS VIA NEWLY CONSTRUCTED EB PARK 1. ALL COSTS ASSOCIATED WITH REQUIREMENTS GENERALLY, CONSTRUCT ALL UTILITIES AND PAVEMENT THAT DO NOT INTERFERE BLVD PAVEMENT EAST OF STA 253+00. CONSTRUCT TEMPORARY ASPHALT AND COORDINATION DESCRIBED ON THIS SHEET, WITH EXISTING TRAFFIC OPERATIONS. PAVEMENT AT SKYVIEW AND FORREST ROSS TO MAINTAIN ACCESS TO INCLUDING BUT NOT LIMITED TO: DETOUR ROADWAY THESE HOUSES AT ALL TIMES. MATERIALS (NOT SHOWN IN TRAFFIC CONTROL O MAINTAIN EXISTING TRAFFIC OPERATIONS ON PARK BLVD, PARKER RD, LAYOUT SHEETS), TRAFFIC CONTROL DEVICES, TEMPORARY PAUL WILSON RD, NTMWD DRIVEWAY AND FORREST ROSS ROADWAYS. O CONSTRUCT TEMPORARY ASPHALT CROSSOVER BETWEEN WB AND EB SECURITY MEASURES AND/OR FLAG MEN SHALL BE PARK BLVD NEAR STA 253+00, AND TEMPORARY ASPHALT CONNECTION SUBSIDIARY TO TRAFFIC HANDLING AND BARRICADES. O CONSTRUCT ALL UTILITIES AND PAVEMENT FROM BEGINNING OF THE TO SKYVIEW NEAR THE NTMWD DRIVE TO MAINTAIN ACCESS TO NTMWD NO SEPARATE PAY ITEM. PROJECT AT PARKER ROAD TO END OF THE PROJECT AT SPRING CREEK FACILITIES AT ALL TIMES. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PKWY PROVIDED THOSE WORK ELEMENTS DO NOT INTERFERE WITH MAILBOXES AFFECTED BY PROJECT CONSTRUCTION EXISTING TRAFFIC OPERATIONS ON THE ROADWAYS LISTED ABOVE. PHASE 3 ACTIVITIES AS REQUIRED BY THE USPS TO PROVIDE o CLOSE SKYVIEW DR FROM EAST OF THE NTMWD DRIVEWAY THROUGH CONSTRUCT ALL UTILITIES AND PAVEMENT FOR PROPOSED SKYVIEW DR AT UNINTERRUPTED MAIL SERVICE. IRMA PEREZ PROPERTY. DETOUR TRAFFIC WEST AND EAST OF SKYVIEW FORREST ROSS AND TTPA DRIVEWAY. 3, TEMPORARY WORK ZONE REMOVABLE MARKINGS LABELED CLOSURE THROUGH N BALLARD AVE, E BROWN ST, SH 78 AND FORREST AS SOLID LINES SHALL BE DONE WITH TABS PER ROSS RD TO REACH OPPOSITE END OF SKYVIEW DR. o DETOUR TRAFFIC WB ON EX. SKYVIEW DRIVE THROUGH SPENCER LANE TXDOT STANDARD WZ(STPM)-13. CONTRACTOR IS TO REACH FORREST ROSS. RESPONSIBLE FOR MAINTAINING AND REPLACING ALL O REMOVE SKYVIEW DRIVE PAVEMENT BETWEEN NTMWD DRIVEWAY AND STRIPING/TABS FOR THE DURATION OF THE PROJECT, THE IRMA PEREZ PROPERTY. MAINTAIN ACCESS TO THE EXISTING NTMWD O DETOUR TRAFFIC SB ON EAST FORK PARK ENTRANCE ONTO FORREST DRIVEWAYS FROM SKYVIEW DR. VIA PAUL WILSON RD. ROSS ONLY. 4. CONTRACTOR SHALL MAKE NTMWD AWARE OF ANY o REMOVE LYNDA LANE PAVEMENT AND RECONSTRUCT WITH CONNECTION O IN 2 SUB -PHASES 3A & 3B CONSTRUCT ALL UTILITIES AND PAVEMENT CHANGES TO THE TRAFFIC CONTROL SEQUENCE OR ( ) TRAFFIC CONTROL PLAN. TO PARK BLVD. FOR SKYVIEW DRIVE. o IN 2 SUB -PHASES (1A & 1 B) CONSTRUCT ALL UTILITIES AND PAVEMENT O PHASE 3A: REMOVE SKYVIEW DR PAVEMENT BETWEEN SKYVIEW FOR SPENCER LANE. STA 2+90 TO 6+00 AND STA 6+70 TO 9+00. CONSTRUCT ALL UTILITIES AND PAVEMENT IN THIS AREA. CONSTRUCT O PHASE 1A: CONSTRUCT PAVEMENT FOR SPENCER LANE BEFORE TEMPORARY ASPHALT PAVEMENT TO MAINTAIN TWO-WAY STA 273+00. MAINTAIN TWO-WAY TRAFFIC ACCESS AT ALL TIMES. TRAFFIC ACCESS ALONG EAST FORK PARK ENTRANCE/FORREST O PHASE 1 B: CONSTRUCT PAVEMENT FOR SPENCER LANE AFTER ROSS AT ALL TIMES. STA 273+00. MAINTAIN TWO-WAY TRAFFIC ACCESS AT ALL TIMES. O PHASE 3A: CONSTRUCT PAVEMENT FOR THE TTPA DRIVEWAY. o DETOUR TRAFFIC ON NB SPRING CREEK BLVD THROUGH SH 78 AND O PHASE 3B: REMOVE REMAINING EX. SKYVIEW DR PAVEMENT EUBANKS LANE TO REACH CENTENNIAL DRIVE. BETWEEN STA 6+00 TO 6+70 AND CONSTRUCT ALL UTILITIES AND O IN 2 SUB -PHASES (1A & 1 B) CONSTRUCT CUL-DE-SAC AND PAVEMENT PAVEMENT IN THIS AREA. CONSTRUCT TEMPORARY ASPHALT CONNECTION FOR CENTENNIAL DRIVE AT SPRING CREEK PKWY. PAVEMENT TO MAINTAIN TWO-WAY TRAFFIC ACCESS AT ALL TIMES. O PHASE 1A: CONSTRUCT CUL-DE-SAC FOR CENTENNIAL DRIVE. PHASE 4 SAWCUT AND REMOVE WEST CURB OF SPRING CREEK PKWY AND CONSTRUCT PAVEMENT CONNECTION OF CENTENNIAL DRIVE CONSTRUCT ALL UTILITIES AND PAVEMENT FOR PROPOSED NTMWD DRIVEWAYS, CUL-DE-SAC AND SPRING CREEK PKWY. MAINTAIN TWO-WAY FORREST ROSS AND REMAINDER OF PARK BLVD. TRAFFIC ACCESS TO THE ARMORY AT ALL TIMES. o CONSTRUCT CUL-DE-SAC ON SKYVIEW DRIVE APPROXIMATELY 1100 FEET O PHASE 1 B: CONSTRUCT REMAINING PAVEMENT CONNECTION FOR p,E .,,F� EAST OF INTERSECTION WITH PAUL WILSON ROAD. ��;+� �'stl The sealappearin on this document was CENTENNIAL DRIVE. SAWCUT AND REMOVE EX. SPRING CREEK i*+ 's*�/ aud,OTizedb D/naldAdam Kane, PKWY PAVEMENT AS NECESSARY TO CONSTRUCT EAST CURB O REMOVE EX. SKYVIEW DR. PAVEMENT BETWEEN NEW SKYVIEW DR. %•*° °•°°°°°•°•°•°°°•°•+t*� PE#f07449on03-f8-22. Alteration 0 DONALD ADAM KANE of a sealed document without proper AND GUTTER ON CENTENNIAL DRIVE. MAINTAIN TWO-WAY CUL-DE-SAC AND NTMWD DRIVEWAY. /'� °107449°" �� notification to the responsible engineer is TRAFFIC ACCESS TO THE ARMORY AT ALL TIMES. ,,� o an offense under the Texas Engineering O IN 2 SUB -PHASES (4A & 4B) CONSTRUCT ALL UTILITIES AND PAVEMENT \//111, o ; NPractice Act. TBPELS Engineering Firm #F-312 PHASE 2 FOR NTMWD DRIVEWAY. IJ\ CONSTRUCT ALL UTILITIES AND PAVEMENT FOR PAUL WILSON RD AND O PHASE 4A: CONSTRUCT PAVEMENT FOR NTMWD DRIVEWAY V'FOR AGENCY APPROVAL ONLY REMAINDER OF PARK BLVD BETWEEN LYNDA LN AND PROPOSED SKYVIEW. BEFORE STA 230+53. CONSTRUCT TEMPORARY ASPHALT PAVEMENT TO MAINTAIN ACCESS AT ALL TIMES ALONG NTMWD NOT FOR CONSTRUCTION" O CONSTRUCT NORTH CURB OF PARK BLVD WEST OF PARKER RD. DRIVEWAYS AND EX. SKYVIEW DR ASPHALT CONNECTION TO O IN 2 SUB -PHASES (2A & 2B) CONSTRUCT ALL UTILITIES AND PAVEMENT NEWLY CONSTRUCTED PARK BLVD PAVEMENT. PARK BOULEVARD EXTENSION FOR PAUL WILSON ROAD. o PHASE 4B: CONSTRUCT PAVEMENT FOR NTMWD DRIVEWAY o PHASE 2A: CONSTRUCT PAVEMENT FOR PAUL WILSON ROAD AFTER STA 230+53. CONSTRUCT TEMPORARY ASPHALT BEFORE STA 204+55. CONSTRUCT TEMPORARY ASPHALT PAVEMENT TO MAINTAIN ACCESS AT ALL TIMES. _ooLIL-I" PAVEMENT TO MAINTAIN TWO-WAY TRAFFIC ON PAUL WILSON O DETOUR TRAFFIC WB ON SKYVIEW DRIVE AND EB ON PARK BLVD 49v ROAD AT ALL TIMES. THROUGH SPENCER LANE TO REACH FORREST ROSS. O PHASE 213: CONSTRUCT REMAINING PAVEMENT FOR PAUL WILSON o DETOUR TRAFFIC EB ON LYNDA LANE AND NB ON FORREST ROSS TRAFFIC CONTROL PLAN ROAD AFTER STA 204+55. CONSTRUCT TEMPORARY ASPHALT THROUGH SPENCER LANE TO REACH SKYVIEW DR. SUGGESTED SEQUENCE NARRATIVE PAVEMENT TO MAINTAIN TWO-WAY TRAFFIC ON PAUL WILSON ROAD AT ALL TIMES. O DETOUR TRAFFIC SB ON EAST FORK PARK ENTRANCE ONTO EB SKYVIEW DR AND THROUGH SPENCER LANE TO REACH FORREST ROSS. ��� 3803 PARKWOOD BLVD, SUITE 800 mom HALFF FRISCO,TX75034-8641 o REMOVE FORREST ROSS PAVEMENT SOUTH OF SKYVIEW DR TO FORREST ■■■ TEL 739-0095 TBPE FIRM #F-312 ROSS STA 4+00. CONSTRUCT ALL REMAINING UTILITIES AND PAVEMENT DanWn TMW DATE 913012021 DESIGNED AK DATE 9/30i2021 FOR FORREST ROSS AND PARK BLVD. CHECKED AK DATE 9/30/2021 SCALE N.T.S. CONTRACT ND. 35192 SHEET 24 of 488 TCP-02 TCP-02-35192 Ag, 3/18/2022 3ol 201 0211312024 Item G. 0 10 20 30 PROTECT EX. TREES TO REMAIN— WYLIE LAKES TOWNHOMES ADDITION _ _ PROP: R.O.W,— _ _ _ _ _ _ ------------ — PROP. PAVEMENT (TYP.) C.L. PARK BLVD o n 269+00 _ �— ------ - N _ - " -0 0 n � D D 6-7 ° REMOVE EX. FENCE WITHIN 0. r� R.O.W.(TYPJ -� +n 0 -�'77v`� WYLIE LAKES TOWNHOMES ADDITION CUT/PLUG SUBSDIIA YE�; I PROP. PAVEMENT (TYP.) REMOVE 66 SY o SIDEWALK \ II 272+00 I V) �I > I I n I I + ' I W a 10 LLI W PROP. R.O.W. \ III + p LU J REMOVE EX. WYLIE N.E. SPECIAL DISTRICT 8" .0 ^ a- UTILTY V \� WATERLINE IN CONFLICT WITHL MOISTURE TREATED SUBGRADE. SUBSIDIARY TO BID ITEMS PROVIDED. TAAS INVESTMENTS LLC J� IIII CUT/PLUG WATERLINE W' (SUBSIDIARY) i o o+ N.T.M.W.D. STA 270+00 271+00 PROP. PAVEMENT (TYP. PARK L VD \�- --- -- �PROP.R.O.W _ PROP. GRADING LIMIT \, (TYP.) TAAS INVESTMENTS LLC TAAS INVESTMENTS LLC j PROP. GRADING LIMIT CUT/PLUG AC LINE —�\ (TYP.) (SUBSIDIARY) �._---------- 10' PROP. TEMP. CONST. EASEMENT �I II—__-- —_-- _ 5' P P, TEMP• CO . EASEMENT ------ ----- — ....P_R P. R.0 W. CAUTION111 REMOVE 824;SY ABANDONED 8" ASBESTOS CEMENT 0 CONCRETE PAVEMENT WATERLINE. CONTRACTOR REQUIRED TO OBTAIN I ALL PERMITS AND DISPOSE OF PROPERLY, PROTECT ALL COSTS ARE SUBSIDIARY TO TREES TO REMA ° ADO NOT DISTURB EX. AC LINE REMOVAL BID ITEM. — ---- UTILITIES TO REMAIN ITYP.) _ I %===--C.L. PARK BLVD ° 274+00 275+00 -- ---- - — - — - — --6+00 - REMOVE 165 LF OF—,t ° } EX. WYLIE N.E. SPECIAL J UTILTY DISTRICT I 8" AC LINE —C.L. SPENCER: LN � j o } PROP. PAVEMENT (TYP.) PARK BLVD (D ---- _--- _-------------- ---- o------------------ o LUG AC LINE 1 o PROP, R.O.W. / o CUT/P(SUBSDIARY) �(PVdpl--- o 8/ I' 0 /Q) TAAS INVESTMENTS LLC t` N HORIZONTAL SCALE IN FEET LEGEND FULL DEPTH CONCRETE PAVEMENT/ SIDEWALK TO BE SAWCUT AND REMOVED, INCLUDING CURB AND BASE MATERIALS FULL DEPTH ASPHALT PAVEMENT TO BE SAWCUT AND REMOVED, INCLUDING BASE MATERIALS FENCE TO BE REMOVED EXISTING GUARD RAIL )OQQQQQ= STORM DRAIN TO BE REMOVED t ° } SURVEYED TREES 08" DIA.) SEE NOTE 8 WOODED AREAS TO BE CLEARED WITHIN CONSTRUCTION LIMITS NOTES: 1. ITEMS ON THIS SHEET THAT ARE LABELED WITH A QUANTITY AND UNIT OF MEASURE ARE A SEPARATE PAY ITEM. ALL OTHER ITEMS ARE SUBSIDIARY TO 'GENERAL SITE PREPARATION' UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO MAINTAIN EXISTING SECURED PERIMETERS ON NTMWD AND USACE PROPERTIES. TEMPORARY FENCING SHALL MATCH EXISTING FENCE CHARACTERISTICS. SEE PROJECT LAYOUT FOR DESIGNATED AREAS AND TCP SPECIAL REQUIREMENTS FOR ADDITIONAL INFORMATION. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4.REMOVAL WORK MUST BE DONE IN PHASES/STAGES. REFER TO TRAFFIC CONTROL PLAN FOR CONSTRUCTION SEQUENCE. 5. REFER TO SIGNING & PAVEMENT MARKING LAYOUT FOR EXISTING SIGN REMOVAL AND/OR RELOCATIONS. 6. ALL EXISTING FRANCHISE UTILITY APPURTENANCES IN CONFLICT WITH PROPOSED CONSTRUCTION TO BE RELOCATED AND/OR ADJUSTED BY OTHERS. CONTRACTOR TO COORDINATE AND PROVIDE INTERIM PROTECTION AS NECESSARY. ABANDONED FRANCHISE UTILITIES IN CONFLICT WITH THE PROPOSED WORK SHALL BE REMOVED AND CAPPED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER. ALL WORK TO COMPLY WITH THIS NOTE IS SUBSIDIARY TO 'GENERAL SITE PREPARATION' UNLESS OTHERWISE NOTED. 7. REFER TO PAVING PLANS AND ROADWAY GRADING AND DRIVEWAY LAYOUT PLANS FOR DETAILED DIMENSIONS. 8. ALL TREES LOCATED BETWEEN THE ROADWAY AND PROJECT CONSTRUCTION GRADING LIMIT LINE SHALL BE REMOVED UNLESS NOTED TO REMAIN. EXISTING UTILITY LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND PROTECTION OF EXISTING UTILITIES, WHETHER SHOWN OR NOT.CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING UTILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" i o,TE REVI910N PF.�.. PARK BOULEVARD EXTENSION coL cal— F, SITE PREPARATION AND REMOVAL PLAN STA 268+00 TO STA 276+25 momTEL BLVD, SUITE 800 MEN HALFF FRIS O,TX7503 FRISCO, TX 75034-8641 MEN (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDAK DATE' 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: 1 „=40, CONTRACT No. 35192 SHEET 54 OF 488 RP-15 F_ 202 0211312024 Item G. I 1EA�jceiCSCHCT z KRRLU �� go P"O O 3 3 3 IW 3 / � {�,,,,Jj x m 5' PR w X w 1LU 3 120' PROP. ACCESS, w w Ia ROADWAY EASEMENR li r^� EASEMENT ob ��— �� I �•.✓ PROP. BRIDGE (TYP.) m 77 r / + I DO NOT DISTURB EX. f �'� { o { o { o I I REMAIN WATER LINES TO ` �, ✓ ✓ C.L�RK STA 280+QqL UU Ni REMAIN (TYP.) PROP. PAVEMENT (TYP.) BEGIN BRtIDGE / __ N 0 I C.L. PARK BLVD 27 + 0 I 278+00 ��� — 280+00 L- _ - _ - _ - _ - - � _ - _ O - _ _ _ - _ - _ - _ - _ - _ - _ - _ - D I y ~ I ° + I PROP. PAVEMENT (TYP.) PARK BLVD 116' PROP. c ROADWAY I �ASEMENT Ln I __—L / --_-- SEE DETAIL SHEET 4 J—-- — — ' FOR WATER MANHOLE o o RELOCATION I ---G PROP. BRIDGE (TP.)� zl I � J 0 o I PROP. GRADING LIMIT { o � ___ oI I o (TYP.)4J 0 RPOPRAO�� �` �R o 0 _(D 0 10 20 30 / HORIZONTAL SCALE IN FEET LEGEND FULL DEPTH \� SIDEWALK TOCBECRETE SAWCUTAANDEREMOVED, ` INCLUDING CURB AND BASE MATERIALS 0 PROP. RAILROAD CROSSING AGREEMENT FULL DEPTH ASPHALT PAVEMENT TO BE SAWCUT AND REMOVED, INCLUDING BASE MATERIALS / FENCE TO BE REMOVED ----- r— �� EXISTING GUARD RAIL / )OQQQQQ= STORM DRAIN TO BE REMOVED SURVEYED TREES 08" DIA.) SEE NOTE 8 / r WOODED AREAS TO BE CLEARED N WITHIN CONSTRUCTION LIMITS / NOTES: 1. ITEMS ON THIS SHEET THAT ARE LABELED WITH A 0 281 QUANTITY AND UNIT OF MEASURE ARE A SEPARATE ---- o — W PAY ITEM. ALL OTHER ITEMS ARE SUBSIDIARY TO / Z—1 'GENERAL SITE PREPARATION' UNLESS OTHERWISE NOTED. -y 2. CONTRACTOR TO MAINTAIN EXISTING SECURED PERIMETERS ON NTMWD AND USACE PROPERTIES. U TEMPORARY FENCING SHALL MATCH EXISTING FENCE / SEERTOCPCSPECIAOLU DES GNATEDSAREAS AND REQUIREMENTS FOR ADDITIONAL INFORMATION. { It 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. / PROP. RAILROAD jCROSSING AGREEMENT 4.REMOVAL WORK MUST BE DONE IN PHASES/STAGES. REFER TO TRAFFIC CONTROL PLAN FOR CONSTRUCTION SEQUENCE. 5. REFER TO SIGNING & PAVEMENT MARKING LAYOUT FOR EXISTING SIGN REMOVAL AND/OR RELOCATIONS. 6. ALL EXISTING FRANCHISE UTILITY APPURTENANCES IN CONFLICT WITH PROPOSED CONSTRUCTION TO BE RELOCATED AND/OR ADJUSTED BY OTHERS. / CONTRACTOR TO COORDINATE AND PROVIDE INTERIM PROTECTION AS NECESSARY. ABANDONED FRANCHISE UTILITIES IN CONFLICT WITH THE PROPOSED WORK SHALL BE REMOVED AND CAPPED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER. ALL WORK TO COMPLY WITH THIS NOTE IS SUBSIDIARY TO 'GENERAL SITE I PREPARATION' UNLESS OTHERWISE NOTED. I 7. REFER TO PAVING PLANS AND ROADWAY GRADING AND I DRIVEWAY LAYOUT PLANS FOR DETAILED DIMENSIONS. 8.ALL TREES LOCATED BETWEEN THE ROADWAY AND PROJECT CONSTRUCTION GRADING LIMIT LINE SHALL BE REMOVED UNLESS NOTED TO REMAIN. EXISTING UTILITY LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND PROTECTION OF EXISTING UTILITIES, WHETHER SHOWN OR NOT.CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING UTILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F""\ col— F, SITE PREPARATION AND REMOVAL PLAN STA 276+25 TO STA 285+50 momTEL BLVD, SUITE 800 ■■■ HALFF FRIS O,TX7503 FRISCO, TX 75034-8641 MEN (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDAK DATE' 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: CONTRACT No. 35192 SHEET 55 OF 488 RP-16 F- 203 I 02/13/2024 Item G. 0 10 20 30 S w 30' PROP. TE P, 0 / K R/ / S RR PROP. TEMP. HORIZONTAL SCALE IN FEET KCS RR EX. CITY OF WYLIE 8" l I EN�xLf —� WATER LINE TO BE _��—/2�----QNSFSEk1E LEGEND RELOCATED. SEE KCS RR /� I /NI ,/ 2 /w PROPOSED WATER LINE ICI M / / / / >/ 2 " /�ti FULL DEPTH CONCRETE PAVEMENT/ SHEETS FOR ADDITIONAL pRopINFORMATION. ICI o' > > 2 wl 3 taw SIDEWALK TO BE SAWCUT AND REMOVED, K—x x—x—x x—x��T��x--xFi�E)3iLx—x—x—x x xx x— xX—x L� l]l l]l Q/ �nl/tom INCLUDING CURB AND BASE MATERIALS -----------------— I — — a — — — — — — / Q w /4 FULL DEPTH ASPHALT PAVEMENT T� / I PROP. ROADWAY EASEMENT-------I��t ---- — / — TO BE SAWCUT AND REMOVED, w E d O W/ INCLUDING BASE MATERIALS PROP. BENT"8A I a 2 o PROP. BENT"9 -- L__� W/12' CRASH WALL i p o 2 % W/ 12' CRASH WALL FENCE TO BE REMOVED — r PROP. BRIDGE (TYP.)I I I I I I �' / / / (ON NB SIDE) / / �x 72E —o EXISTING GUARD RAIL FH TO REMAIN, z C.L. PARK STA 48+02.05 _i DO NOT DISTURB EX."DO NOT DISTURB m=INTERMODAL LEAD ST4102+19 II II c I CITY OF WYLIE 12"WL }V STORM DRAIN TO BE REMOVED h C.L. PARK STA 28 +86,9q TO REMAIN z I 1 \ �1 `/D oI I I I =FUTURE S-1 STA 102+17 / I DO NOT DISTURB 1 / C.L. PARK STA 288+34.78 i �wll III O SURVEYED TREES 08" DIA.) SEE NOTE 8 L v a / / / =KCS MILEPOST T199.50 GREENVILLE SUBDIVISION v PARK m EX. KCSR EOCIABINET - KCSR MAINLINE STA 4102+24 all 111 r] I I I C.L. PARK BLVD WI I d y +00 / / / / / C.L. PARK STA 288+55.11 O WOODED AREAS TO BE CLEARED M I 287+L00 L_ X _ --_—_ — /; / 9 =FUTURE S-2 STA 4102+28 a N WITHIN CONSTRUCTION LIMITS DO NOT DISTURB EX. --� 0 / NOTES: r 256+00 ��I CROSSINGS BY KCSR. NO / / / / C.L. PARK STA 288+75.45 II II Z II I I PROP. WORK IN THIS AREA /� `/ / =FUTURE S-3 STA 4102+31----_— I 29 1. ITEMS ON THIS SHEET THAT ARE LABELED WITH A -_ PROP. BENT "8B �/ --� � QUANTITY AND UNIT OF MEASURE ARE A SEPARATE PROP. CURB (TYP.) REMOVE 27 LF EX. PAY ITEM. ALL OTHER ITEMS ARE SUBSIDIARY TO NO CRASH WALL GUARD RAIL 1' (TYP.)I 'GENERAL SITE PREPARATION' UNLESS OTHERWISE ►] �� I I / DO NOT DISTURB EX. RR H NOTED. -.�/ SIGNAL ARM ASSEMBLY 0� a 2. CONTRACTOR TO MAINTAIN EXISTING SECURED I II DO NOT DISTURB EX. QI I m /AND POWER CONDUITS. 0 0 "�" PERIMETERS ON NTMWD AND USACE PROPERTIES. 1', TYP. I I I I I RY UTILITIES TO REMAIN / �I / ,/ /NO PROP. WORK IN THIS TEM CHARACTERISTICS.NG EESHALL PROJECTTCH LAYOUTTING FOR FENCE REMOVE I1 SY (TYP.) �® �' AREA. PROP. BENT"9 REMOVE 7 SY I I DESIGNATED AREAS AND TCP SPECIAL REQUIREMENTS CONCRETE PAVEMENT �_---- �7Q¢� _ E / NO CRASH WALL CONCRETE PAVEMENT I FOR ADDITIONAL INFORMATION. ____ - (ON SIB SIDE) 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS I C 6 P• RAIL lam— _ II OTHERWISE NOTED. -- EX. R.O.W• { o —C o #---/�� / �/ - 4. REMOVAL WORK MUST BE DONE IN PHASES/STAGES. S.' ,/ � � �F (TYP.I REFER TO TRAFFIC CONTROL PLAN FOR CONSTRUCTION TEMP. CONST. EASEIv NI I DO NOT DISTURB EX. x / %}- --3 EX R'O•W �- I I SEQUENCE. / / SSMH / / , / /Q -- �� 5. REFER TO SIGNING & PAVEMENT MARKING LAYOUT FOR I I' 3 _/ EXISTING SIGN REMOVAL AND/OR RELOCATIONS. { o fr I� TO REMAIN } i/' q7 I PROP R;O�W 6. ALL EXISTING FRANCHISE UTILITY APPURTENANCES IN t 0 O �j l Y� � ,P (�� lt� t CONFLICT WITH PROPOSED CONSTRUCTION TO BE RELOCATED AND/OR ADJUSTED BY OTHERS. o CONTRACTOR TO COORDINATE AND PROVIDE INTERIM PROTECTION AS NECESSARY. ABANDONED FRANCHISE UTILITIES IN CONFLICT WITH THE PROPOSED WORK TEXAS NATIONAL I I; KC R / / / / / I N.T.M. W.D. 30�PROP TEMP SHALL BE REMOVED AND CAPPED BY THE CONTRACTOR GUARD ARMORY BO I I' / / / / / ' CONST, EASEMENT AS DIRECTED BY THE ENGINEER. ALL WORK TO COMPLY WITH THIS NOTE IS SUBSIDIARY TO 'GENERAL SITE j l o Q PREPARATION" UNLESS OTHERWISE NOTED. 7. REFER TO PAVING PLANS AND ROADWAY GRADING AND DRIVEWAY LAYOUT PLANS FOR DETAILED DIMENSIONS. 8.ALL TREES LOCATED BETWEEN THE ROADWAY AND PROJECT CONSTRUCTION GRADING LIMIT LINE SHALL BE CITY OF WYLIE 12" +� REMOVED UNLESS NOTED TO REMAIN. x� j MP j KCS RR WATER LINE TO BE I- x�x�x�x� EXISTING UTILITY LOCATIONS SHOWN ARE GENERALLY SCHEMATIC PROP' S�NEC1 REMOVED AND- — — PROP, TEMP GO IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND EA CONSZ RELOCATED. SEE —' • tA� LOCATION OF EACH PARTICULAR UTILITY. SOME UTILITY LINES MAY VARIABLE WIDT PROPOSED WATER LINE —x NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REMOVE AND REPLACE SHEETS FOR ADDITIONAL �� ��� ACTUAL FIELD LOCATION AND PROTECTION OF EXISTING UTILITIES, TEMP.CONST.EASEMEN EX. FIRE HYDRANT REMOVE 688 SY INFORMATION. x WHETHER SHOWN OR NOT.CONTRACTOR SHALL ALSO ASSUME CONCRETE PAVEMENT RESPONSIBILITY FOR REPAIRS TO EXISTING UTILITIES, WHETHER -- REMOVE EX. INLET, SHOWN OR DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION DAMAGED BY CONTRACTOR'S ACTIVITIES. OF EXISTING DO NOT DISTURB EX.—__—__—__—-------------__—__—__1 EA_ CITY OF WYLIE 12" WL _-------- - `--- __—_ EX. R.O.W. UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION. TO REMAIN REMOVE 26 LF EX. = �ptE FII/ III GUARD RAIL I w - - — * • The seal gearing on this document was ° I .L P K S 9 0 0 ��� authoriz , bb Donald Adam Kane, PROP. BRIDGE (TYP.) wl I II I E DONALD ADAM �KANE PE sealed9ocumentwitn 03-18-22. without Alteration of a sealed document without proper m I N O I "" 10744y " ' Q: f, notification to the responsible engineer is 7j p I I II REMOVE EX. BOLLARD to �� an offense under the exas Engineering o (T Y PJ o I I = — — — — — �/115, O NSE G Practice Act. TBPELS Engineering Firm #F-312 o — REMOVE 245 SY P 0 - - 1� �� M - — _ _ — _ — _ 2- - — — REMOVE 90 LF AND N r+ C.L. PARK BLVD I I.I ICI 291 i 00 PAVEMENT%BASE --L PLUG EX. 18" RCP ___ REMOVE 53 LF EX. REMOVE 25 LF I,I-------294+00 [� "FOR AGENCY APPROVAL ONLY z 00 REMOVE 53 LF I I II GUARD RAIL EX. 30' RCP PLUG EX. RCP REMOVE 1657 SY W NOT FOR CONSTRUCTION" EX. GUARD RAIL —� CONCRETE PAVEMENT RE s,a„ > I 9 EX. 12" SANINTARY __--- PARK BOULEVARD EXTENSION � r•y 1' (TYP.) SEWER LINE TO BE U ABANDONED (� R ----- U -- A K BLVp V (TYP.) x EX. SSMH TO REMAIN. -j REMOVE 69 SY SIDEWALK �`ADJUST TO PROPOSED \ A. •0. _mac GRADE _ - - SITE PREPARATION b� PROP. SIDEWALK (TYP.) z AND REMOVAL PLAN PLUG EX. AT RCP 0' I -- REMOVE 11 LF AND PLUG o _ �� 10 ACCESSEMP STA 285+50 TO STA 294+50 AT WYE Z EX. 18" PIPE � � ROP, T ___o ___ 30' PROP•55 t1P' �` REMOVE EX. INLET, \ i 30' PROP. TEMP. CONST. E12SEMENT — _ EASEMENT I ACCESS 11 REMOVE 19 LF AND I I REMOVE EX. INLET, */ '� __ ��� 3803 PARKWOOD BLVD, SUITE 800 EASE . o I PLUG EX. 18" RCP a u 3 1 EA HALFF FRISCO, TX 75034-8641 `p of \\ I� Q Z WAL-MART REAL EST EX.12"SANINTARY SEWER 0 0 TEL (214) 618-4570 Vo-o PROP.PAVEMENT �' is NOTE: BUSINESS TR LINE TO BE ABANDONED ■■■ FAX (214) 739-0095 TBPE FIRM#F-312 II�ITYP.) Uj I X w SEE PAVING AND GRADING DRAWN: TMW DATE. 9I30I2021 DESIGNED' AK DATE' 9/30/2021 ,p w ,w PLANS FOR MORE INFORMATION � \o \ FH TO REMAIN, U ON PAVEMENT REMOVAL AND PROJECT REMOVE 23 SY SIDEWALK CHECKED: AK DATE: 913012021 SCALE: 1"=40' � DO NOT DISTURB I I GRADING LIMITS FOR CENTENNIAL DR. \\ CONTRACT No. 35192 SHEET 56 OF 488 RP-17 DEMO-17-35192.dp 3/18/2022 3:0 204 0211312024 Item G. I I u EX. CITY OF WYLIE 12" �ND 8" WATER LINE TO=x = --x——x—x—x--YcC�-R - BE REMOVED AND O RELOCATED.SEE PROPOSED WATER LINE SHEETS FOR ADDITIONAL INFORMATION. REMOVE EX. INLET, 1 EA T r. o c n ni cI —x—x—x—x—x—x—x=x—x—x—x—x—_x—_x_--+�_=--— KCS RR KCS RR N EX. FIRE HYDRANT TO REMOVE 1962 SYBE REMOVED AND NCRETE PAVEMENTREPALCED PROP. SIDEWALK (TYPEX. R.O.W.---- -- - - - ----------L---- --------- -------- --------------- ---- PROP. PAVEMENT r REMOVE 66 LF EX. 18" C.L. PARK BLVD \\\ ~7 295+00 RCP 296+0 297+00 11 298+00 p� - — _ — _ — _ — _ -- _ — _ — _ — _ — _ — _ — _ — _ _ — _ — _ _ — _ — _ — _ — _ — _ — _ — _ — _ — _ L_ _ — _ — _ — _ — _ — _ L — _ — ll� EX. 12" SANINTARY SEWER h LINE TO BE ABANDONED -1 DO NOT DISTURB EX. ------ -- { N PROP. PAVEMENT (TYP,) UTILITIES TO REMAIN ------ -- (TY=.)// W bz REMOVE EX.INLET, � ----------1 EA. — EX. FIRE HYDRANT T(� EX. R.O.W. --- REMAIN ------- REMOVE 156 SY J SIDEWALK REMOVE 7 LF AND PLUG EX.18" RCP PARK BLVD 10' PROP. TEMP. CONST. EASEMENT REMOVE AND REPLACE — EX. INLET, 1 EA QS WAL-MART REAL EST BUSINESS TR �". �. 1\__\ 110-r' RIM, i� \ END PAVEMENT REMOVAL 0 10 20 30 ��jj z HORIZONTAL SCALE IN FEET LEGEND FULL DEPTH CONCRETE PAVEMENT/ SIDEWALK TO BE SAWCUT AND REMOVED, INCLUDING CURB AND BASE MATERIALS FULL DEPTH ASPHALT PAVEMENT TO BE SAWCUT AND REMOVED, INCLUDING BASE MATERIALS FENCE TO BE REMOVED �� EXISTING GUARD RAIL )OQQOOO= STORM DRAIN TO BE REMOVED O t o } SURVEYED TREES 08" DIA.) SEE NOTE 8 WOODED AREAS TO BE CLEARED N WITHIN CONSTRUCTION LIMITS NOTES: 1. ITEMS ON THIS SHEET THAT ARE LABELED WITH A QUANTITY AND UNIT OF MEASURE ARE A SEPARATE -- W PAY ITEM. ALL OTHER ITEMS ARE SUBSIDIARY TO 0-I 'GENERAL SITE PREPARATION' UNLESS OTHERWISE NOTED. .4 2. CONTRACTOR TO MAINTAIN EXISTING SECURED x PERIMETERS ON NTMWD AND USACE PROPERTIES. U TEMPORARY FENCING SHALL MATCH EXISTING FENCE CHARACTERISTICS. SEE PROJECT LAYOUT FOR DESIGNATED AREAS AND TCP SPECIAL REQUIREMENTS FOR ADDITIONAL INFORMATION. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4.REMOVAL WORK MUST BE DONE IN PHASES/STAGES. REFER TO TRAFFIC CONTROL PLAN FOR CONSTRUCTION SEQUENCE. 5. REFER TO SIGNING & PAVEMENT MARKING LAYOUT FOR EXISTING SIGN REMOVAL AND/OR RELOCATIONS. 6. ALL EXISTING FRANCHISE UTILITY APPURTENANCES IN CONFLICT WITH PROPOSED CONSTRUCTION TO BE RELOCATED AND/OR ADJUSTED BY OTHERS. CONTRACTOR TO COORDINATE AND PROVIDE INTERIM PROTECTION AS NECESSARY. ABANDONED FRANCHISE UTILITIES IN CONFLICT WITH THE PROPOSED WORK SHALL BE REMOVED AND CAPPED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER. ALL WORK TO COMPLY WITH THIS NOTE IS SUBSIDIARY TO 'GENERAL SITE PREPARATION' UNLESS OTHERWISE NOTED. 7. REFER TO PAVING PLANS AND ROADWAY GRADING AND DRIVEWAY LAYOUT PLANS FOR DETAILED DIMENSIONS. 8. ALL TREES LOCATED BETWEEN THE ROADWAY AND PROJECT CONSTRUCTION GRADING LIMIT LINE SHALL BE REMOVED UNLESS NOTED TO REMAIN. EXISTING UTILITY LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH PARTICULAR UTILITY. SOME UTILITY LINES MAY h — NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND PROTECTION OF EXISTING UTILITIES, WHETHER SHOWN OR NOT.CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING UTILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION col- 4 F"11\ SITE PREPARATION AND REMOVAL PLAN STA 294+50 TO END oI SUITE 800 0 0 HALFF FRIS O,TX7503 -8641 FRISCO, TX 75034-8641 MN TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9I30/2021 DESIGNEDAK DATE: 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: CONTRACT No. 35192 SHEET 57 OF 488 RP-18 DEMO-18-35192.dg, 311.12.22 3:0 2Q5 CL-PARK Curve Data 0211312024 Item G. Chain CL-PARK contains: CLPARK01 CUR CL-PARK-1 CUR CL-PARK-2 CUR CL-PARK-3 CUR CL-PARK-4 CUR CL-PARK-5- CUR CL-PARK-6 CLPARK02 CUR CL-PARK-7 CUR CL-PARK-8 CUR CL-PARK-9 CUR CL-PARK-1- 0 CLPARK03 CUR CL-PARK-11 CUR CL-PARK-12 CUR CL-PARK-13 CUR CL-PARK-14 CUR CL-P- ARK-15 CLPARK04 Beginning chain CL-PARK description Point CLPARK01 N 7,064,076.85 E 2,565,726.27 Sta 145+12.85 Course from CLPARK01 to PC CL-PARK-1 S 89° 47' 46.69" E Dist 578.33 Curve Data ---------- Curve CL-PARK-1 P.I. Station 153+31.11 N 7,064,073.94 E 2,566,544.52 Delta = 26° 59' 03.54" (LT) Degree = 5° 43' 46.48" Tangent = 239.93 Length = 470.97 Radius = 1,000.00 External = 28.38 Long Chord = 466.62 Mid. Ord. = 27.60 P.C. Station 150+91.17 N 7,064,074.79 E 2,566,304.59 P.T. Station 155+62.14 N 7,064,182.05 E 2,566,758.72 C.C. N 7,065,074.79 E 2,566,308.15 Back = S 89° 47' 46.69" E Ahead = N 63° 13' 09.77" E Chord Bear = N 76° 42' 41.54" E Curve Data Curve CL-PARK-2 P.I. Station 158+03.69 N 7,064,290.89 E 2,566,974.36 Delta = 27° 09' 34.23" (RT) Degree = 5° 43' 46.4811 Tangent = 241.55 Length = 474.02 Radius = 1,000.00 External = 28.76 Long Chord = 469.60 Mid. Ord. = 27.96 P.C. Station 155+62.14 N 7,064,182.05 E 2,566,758.72 P.T. Station 160+36.16 N 7,064,289.29 E 2,567,215.91 C.C. N 7,063,289.31 E 2,567,209.30 Back = N 63° 13' 09.77" E Ahead = S 89° 37' 16.00" E Chord Bear = N 76° 47' 56.89" E Course from PT CL-PARK-2 to PC CL-PARK-3 S 89° 37' 16.00" E Dist 576.99 Curve Data Curve CL-PARK-3 ---------- P.I. Station 171+12.67 N 7,064,282.17 E 2,568,292.39 Delta = 79° 33' 24.5011 (LT) Degree = 9° 32' 57.4711 Tangent = 499.52 Length = 833.12 Radius = 600.00 External = 180.72 Long Chord = 767.78 Mid. Ord. = 138.89 P.C. Station 166+13.15 N 7,064,285.47 E 2,567,792.88 P.T. Station 174+46.27 N 7,064,772.80 E 2,568,386.18 C.C. N 7,064,885.46 E 2,567,796.85 Back = S 89° 37' 16.0011 E Ahead = N 10° 49' 19.5011 E Chord Bear = N 50° 36' 01.75" E Curve Data Curve CL-PARK-4 ---------- P.I. Station 179+51.65 N 7,065,269.20 E 2,568,481.07 Delta = 80° 12' 56.26" (RT) Degree = 9° 32' 57.4711 Tangent = 505.39 Length = 840.02 Radius - 600.00 External = 184.48 Long Chord = 773.07 Mid. Ord. = 141.10 P.C. Station 174+46.27 N 7,064,772.80 E 2,568,386.18 P.T. Station 182+86.28 N 7,065,260.05 E 2,568,986.38 C.C. N 7,064,660.15 E 2,568,975.51 Back = N 10° 49' 19.50" E Ahead = S 88° 57' 44.23" E Chord Bear = N 50° 55' 47.64" E Course from PT CL-PARK-4 to PC CL-PARK-5 S 88° 57' 44.23" E Dist 967.23 Curve Data Curve CL-PARK-5 ---------- P.I. Station 194+31.87 N 7,065,239.30 E 2,570,131.77 Delta = 18° 25' 10.7711 (RT) Degree = 5° 12' 31.3511 Tangent = 178.35 Length = 353.63 Radius = 1,100.00 External = 14.37 Long Chord = 352.11 Mid. Ord. = 14.18 P.C. Station 192+53.51 N 7,065,242.53 E 2,569,953.44 P.T. Station 196+07.14 N 7,065,179.89 E 2,570,299.94 C.C. N 7,064,142.71 E 2,569,933.52 Back = S 88° 57' 44.23" E Ahead = S 70° 32' 33.46" E Chord Bear = S 79° 45' 08.84" E Curve CL-PARK-6 P.I. Station 197+84.18 N 7,065,120.92 E 2,570,466.87 Delta = 18° 17' 10.97" (LT) Degree = 5° 12' 31.35" Tangent = 177.04 Length = 351.07 Radius = 1,100.00 External = 14.16 Long Chord = 349.59 Mid. Ord. = 13.98 P.C. Station 196+07.14 N 7,065,179.89 E 2,570,299.94 P.T. Station 199+58.22 N 7,065,117.30 E 2,570,643.88 C.C. N 7,066,217.07 E 2,570,666.36 Back = S 70° 32' 33.46" E Ahead = S 88° 49' 44.43" E Chord Bear = S 79° 41' 08.94" E Course from PT CL-PARK-6 to CLPARK02 S 88° 49' 44.43" E Dist 1,011.29 Point CLPARK02 N 7,065,096.63 E 2,571,654.96 Sta 209+69.51 Course from CLPARK02 to PC CL-PARK-7 S 89° 10' 44.27" E Dist 465.64 Curve Data Curve CL-PARK-7 ---------- P.I. Station 217+36.49 N 7,065,085.64 E 2,572,421.86 Delta = 30° 07' 04.5711 (LT) Degree = 5° 06' 56.5011 Tangent = 301.34 Length = 588.74 Radius = 1,120.00 External = 39.83 Long Chord = 581.98 Mid. Ord. = 38.46 P.C. Station 214+35.15 N 7,065,089.96 E 2,572,120.55 P.T. Station 220+23.89 N 7,065,233.10 E 2,572,684.66 C.C. N 7,066,209.85 E 2,572,136.60 Back = S 89° 10' 44.27" E Ahead = N 60° 42' 11.16" E Chord Bear = N 75° 45' 43.44" E Course from PT CL-PARK-7 to PC CL-PARK-8 N 60° 42' 11.16" E Dist 275.41 Curve Data Curve CL-PARK-8 ---------- P.I. Station 225+09.82 N 7,065,470.88 E 2,573,108.44 Delta = 28° 27' 54.4811 (RT) Degree = 6° 54' 11.1811 Tangent = 210.52 Length = 412.35 Radius = 830.00 External = 26.28 Long Chord = 408.12 Mid. Ord. = 25.48 P.C. Station 222+99.30 N 7,065,367.87 E 2,572,924.84 P.T. Station 227+11.65 N 7,065,473.94 E 2,573,318.94 C.C. N 7,064,644.03 E 2,573,330.99 Back = N 60° 42' 11.16" E Ahead = N 89° 10' 05.64" E Chord Bear = N 74° 56' 08.40" E Course from PT CL-PARK-8 to PC CL-PARK-9 N 89° 10' 05.64" E Dist 754.24 Curve Data Curve CL-PARK-9 P.I. Station 234+99.36 N 7,065,485.37 E 2,574,106.56 Delta = 1° 55' 01.68" (LT) Degree = 2° 51' 53.24" Tangent = 33.46 Length = 66.92 Radius = 2,000.00 External = 0.28 Long Chord = 66.92 Mid. Ord. = 0.28 P.C. Station 234+65.89 N 7,065,484.89 E 2,574,073.10 P.T. Station 235+32.81 N 7,065,486.98 E 2,574,139.99 C.C. N 7,067,484.68 E 2,574,044.07 Back = N 89° 10' 05.64" E Ahead = N 87° 15' 03.95" E Chord Bear = N 88° 12' 34.79" E Course from PT CL-PARK-9 to PC CL-PARK-10 N 87° 15' 03.95" E Dist 829.83 Curve ---------- Data Curve Data ---------- Curve CL-PARK-11 P.I. Station 258+88.97 N 7,065,565.34 E 2,376,494.69 Delta = 49° 01' 52.1411 (RT) Degree = 5° 06' 56.50" Tangent = 510.78 Length = 958.45 Radius = 1,120.00 External = 110.97 Long Chord = 929.47 Mid. Ord. = 100.97 P.C. Station 253+78.19 N 7,065,551.75 E 2,575,984.09 P.T. Station 263+36.64 N 7,065,188.72 E 2,576,839.73 C.C. N 7,064,432.14 E 2,576,013.90 Back = N 88° 28' 28.68" E Ahead = S 42° 29' 39.18" E Chord Bear = S 67° 00' 35.25" E Course from PT CL-PARK-11 to PC CL-PARK-12 S 42° 29' 39.18" E Dist 128.36 Curve Data ---------- Curve CL-PARK-12 P.I. Station 266+58.19 N 7,064,951.63 E 2,577,056.94 Delta = 21° 52' 06.67" (LT) Degree = 5° 43' 46.48" Tangent = 193.19 Length = 381.68 Radius = 1,000.00 External = 18.49 Long Chord = 379.37 Mid. Ord. = 18.15 P.C. Station 264+65.00 N 7,065,094.07 E 2,576,926.44 P.T. Station 268+46.68 N 7,064,868.04 E 2,577,231.11 C.C. N 7,065,769.59 E 2,577,663.79 Back = S 42° 29' 39.18" E Ahead = S 64° 21' 45.85" E Chord Bear = S 53° 25' 42.52" E Curve Data ---------- Curve CL-PARK-13 P.I. Station 270+42.53 N 7,064,783.30 E 2,577,407.69 Delta - 22° 09' 45.96" (RT) Degree - 5° 43' 46.48" Tangent = 195.85 Length = 386.81 Radius = 1,000.00 External = 19.00 Long Chord - 384.41 Mid. Ord. - 18.64 P.C. Station 268+46.68 N 7,064,868.04 E 2,577,231.11 P.T. Station 272+33.49 N 7,064,638.21 E 2,577,539.25 C.C. N 7,063,966.49 E 2,576,798.44 Back = S 64° 21' 45.85" E Ahead = S 42° 11' 59.89" E Chord Bear = S 53° 16' 52.87" E Course from PT CL-PARK-13 to PC CL-PARK-14 S 42° 11' 59.89" E Dist 403.75 The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #F-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION Curve CL-PARK-10 P.I. Station Sta 243+96.10 N 7,065,528.38 E 2,575,002.28 Delta = 1° 55' 01.68" (RT) Degree = 2° 51' 53.2411 `°"'N 4F, Tangent = 33.46 Length = 66.92 Radius = 2,000.00 External = 0.28 Long Chord = 66.92 P.C. OSttation 0.28 HORIZONTAL ALIGNMENT DATA 243+622.64 N 7,065,526.78 E 2,574,968.86 P.T. Station 244+29.56 N 7,065,528.87 E 2,575,035.74 C.C. N 7,063,529.08 E 2,575,064.78 Back = N 87° 15' 03.95" E Ahead = N 89° 10' 05.64" E ■■■ RKWOOD SUITE 800 Chord Bear = N 88° 12' 39.80" E X7503-8641 HALFF FRISCO3803 ■■■ FRISCO, TX 75034-8641 Course from PT CL-PARK-10 to CLPARK03 N 89° 10' 05.64" E Dist 196.02 ■■■ TEL 73s0095 TBPE FIRM#F-312 Point CLPARK03 N 7,065,531.71 E 2,575,231.74 Sta 246+25.58 DRAWN: TMW DATE 9/30/2021 DESIGNED:! AK DATE: 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: Course from CLPARK03 to PC CL-PARK-11 N 88° 28' 28.68" E Dist 752.61 CONTRACT No. 35192 SHEET 62 OF 488 HA-01 HORZ-0135192.cip .1.12022 3:0 206 0211312024 Item G. CL-PARK CONTINUED Curve Data Curve CL-PARK-14 P.I. Station 276+82.38 N 7,064,305.67 E 2,577,840.77 Delta = 1° 43' 25.76" (LT) Degree = 1° 54' 35.49" Tangent - 45.13 Length - 90.26 Radius - 3,000.00 External - 0.34 Long Chord - 90.26 Mid. Ord. = 0.34 P.C. Station 276+37.25 N 7,064,339.10 E 2,577,810.46 P.T. Station 277+27.50 N 7,064,273.16 E 2,577,872.08 C.C. N 7,066,354.27 E 2,580,032.87 Back = S 42° 11' 59.89" E Ahead = S 43° 55' 25.65" E Chord Bear = S 43° 03' 42.77" E Course from PT CL-PARK-14 to PC CL-PARK-15 S 43° 55' 25.65" E Dist 631.19 Curve Data Curve CL-PARK-15 ---------- P.I. Station 289+76.93 N 7,063,373.25 E 2,578,738.81 Delta = 44° 47' 56.55" (RT) Degree = 3° 49' 10.99" Tangent = 618.24 Length = 1,172.84 Radius = 1,500.00 External = 122.41 Long Chord = 1,143.19 Mid. Ord. = 113.18 P.C. Station 283+58.69 N 7,063,818.54 E 2,578,309.94 P.T. Station 295+31.53 N 7,062,755.08 E 2,578,729.37 C.C. N 7,062,777.99 E 2,577,229.54 Back = S 43° 55' 25.65" E Ahead = S 0° 52' 30.90" W Chord Bear = S 21° 31' 27.37" E Course from PT CL-PARK-15 to CLPARK04 S 0° 52' 30.90" W Dist 868.47 Point CLPARK04 N 7,061,886.71 E 2,578,716.10 Sta Ending chain CL-PARK description PROPOSED MOSES DRIVE Chain CL-MOSES contains: 85 CUR CL-MOSES-1 86 Beginning chain CL-MOSES description Point 85 N 7,065,199.48 E 2,570,238.90 Sta Course from 85 to PC CL-MOSES-1 N 17° 36' 11.19" E Dist 53.30 Curve Data Curve CL-MOSES-1 ---------- P.I. Station 1+68.37 N 7,065,264.64 E Delta = 17° 08' 01.87" (LT) Degree = 57° 17' 44.81" Tangent - 15.06 Length - 29.90 Radius - 100.00 External - 1.13 Long Chord = 29.79 Mid. Ord. = 1.12 P.C. Station 1+53.30 N 7,065,250.28 E P.T. Station 1+83.21 N 7,065,279.70 E C.C. N 7,065,280.52 E Back = N 17° 36' 11.19" E Ahead = N 0° 28' 09.32" E Chord Bear = N 9° 02' 10.26" E Course from PT CL-MOSES-1 to 86 N 0° 28' 09.32" E Dist 216.79 Point 86 N 7,065,496.49 E 2,570,261.47 Sta Ending chain CL-MOSES description 304+00.00 1+00.00 PAUL WILSON ROAD Chain CL-PAULWIL contains: 321 322 Beginning chain CL-PAULWIL description Point 321 N 7,064,907.189 E 2,571,136.501 Sta Course from 321 to 322 N 1° 10' 15.57" E Dist 400.000 Point 322 N 7,065,307.106 E 2,571,144.675 Sta Ending chain CL-PAULWIL description NTMWD DRIVEWAY Chain CL-NTMWD contains: 35 36 Beginning chain CL-NTMWD description Point 35 N 7,065,628.880 E 2,573,661.759 Sta Course from 35 to 36 S 0° 36' 31.02" W Dist 500.000 Point 36 N 7,065,128.908 E 2,573,656.448 Sta Ending chain CL-NTMWD description I VNIMA I ANIC Chain CL-LYNDA contains: 81 82 Beginning chain CL-LYNDA description Point 81 N 7,065,516.49 E 2,574,751.79 Sta Course from 81 to 82 S 14° 58' 04.30" E Dist 250.00 Point 82 N 7,065,274.97 E 2,574,816.36 Sta Ending chain CL-LYNDA description 2,570,259.57 PROPOSED SKYVIEW DRIVE Chain CL-SKYVIEW contains: 5000 CUR CL-SKYVIEW-1 5001 Beginning chain CL-SKYVIEW description 2,570,255.02 Point 5000 N 7,065,514.45 E 2,576,302.03 Sta 2,570,259.70 Course from 5000 to PC CL-SKYVIEW-1 N 14° 54' 26.01" E Dist 9.99 2,570,159.70 Curve Data Curve CL-SKYVIEW-1 P.I. Station 3+12.69 N 7,065,719.98 E Delta = 49° 28' 08.14" (RT) 4+00.00 Degree = 13° 01' 18.37" Tangent - 202.70 ------------- Length = 379.89 ------------- Radius = 440.00 External = 44.44 Long Chord = 368.20 Mid. Ord. = 40.37 P.C. Station 1+09.99 N 7,065,524.11 E P.T. Station 4+89.89 N 7,065,807.64 E C.C. N 7,065,410.91 E Back = N 14° 54' 26.01" E Ahead = N 64° 22' 34.15" E Chord Bear = N 39° 38' 30.08" E Course from PT CL-SKYVIEW-1 to 5001 N 64° 22' 34.15" E Dist 437.60 Point 5001 N 7,065,996.89 E 2,576,934.07 Sta Ending chain CL-SKYVIEW description 3+00.00 7+00.00 3+50.00 8+50.00 1+00.00 3+50.00 1+00.00 2,576,356.75 2,576,304.60 2,576,539.51 2,576,729.79 9+27.49 The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION HORIZONTAL ALIGNMENT DATA SUITE 800 ■■mom ■ HALFF FRIS O,TX7503 -8641BLVD FRISCO, TX 75034-8641 MEN 618-4570 TEL (214) FAX 739 0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDAK DATE' 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: N.T.S. CONTRACT No. 35192 SHEET 63 OF 488 HA-02 F- 207 0211312024 Item G. EAST FORK PARK ENTRANCE Chain E FORK PARK contains: 5500 5501 Beginning chain E FORK PARK description SPENCER LANE Chain CL-SPENCER contains: CUR CL-SPENCER-1 84 Beginning chain CL-SPENCER description Point 5500 N 7,065,885.57 E 2,576,701.97 Sta 1+00.00 Curve Data *----------* Course from 5500 to 5501 N 23° 40' 01.64" E Dist 569.38 Curve CL-SPENCER-1 P.I. Station 2+58.20 N 7,064,491.55 E 2,577,478.89 Point 5501 N 7,066,407.06 E 2,576,930.54 Sta 6+69.38 Delta = 21° 57' 35.0311 (RT) Degree = 19° 05' 54.94" ______________________________________________________________________________ Tangent = 58.21 Ending chain E FORK PARK description Length = 114.98 Radius - 300.00 External - 5.59 Long Chord = 114.28 Mid. Ord. = 5.49 P.C. Station 2+00.00 N 7,064,439.17 E 2,577,453.52 P.T. Station 3+14.98 N 7,064,530.65 E 2,577,522.01 C.C. N 7,064,308.41 E 2,577,723.53 TTPA DRIVEWAY Back = N 25° 50' 25.09" E Ahead = N 47° 48' 00.12" E Chain CL-TTPA-DRWY contains: Chord Bear = N 36° 49' 12.60" E CUR CL-TTPA-DRWY-1 Course from PT CL-SPENCER-1 to 2001 N 47° 48' 00.12" E Dist 285.02 Beginning chain CL-TTPA-DRWY description -------------------------------------------------------------------------------- Point 2001 N 7,064,722.10 E 2,577,733.16 Sta 6+00.00 Curve Data =______________________________________________________________________________ * * Ending chain CL-SPENCER description Curve CL-TTPA-DRWY-1 P.I. Station 1+86.28 N 7,065,693.15 E 2,576,285.57 Delta = 34° 15' 12.02" (RT) Degree = 20° 27' 46.00" Tangent = 86.28 Length = 167.39 Radius = 280.00 SPRING CREEK PARKWAY External = 12.99 Long Chord = 164.91 Chain CL-SPRCRK contains: Mid. Ord. = 12.42 323 CUR CL-SPRCRK-1 P.C. Station 1+00.00 N 7,065,646.88 E 2,576,358.40 P.T. Station 2+67.39 N 7,065,772.39 E 2,576,251.42 Beginning chain CL-SPRCRK description C.C. N 7,065,883.21 E 2,576,508.55 =______________________________________________________________________________ Back = N 57° 34' 12.6111 W Ahead = N 23° 19' 00.59" W Point 323 N 7,061,954.265 E 2,578,717.133 Sta 0+00.00 Chord Bear = N 40° 26' 36.60" W Course from 323 to PC CL-SPRCRK-1 N 0° 52' 30.90" E Dist 800.906 ------------------------------------------------------------------------------- Ending chain CL-TTPA-DRWY description Curve Data Curve CL-SPRCRK-1 P.I. Station 14+19.15 N 7,063,373.247 E 2,578,738.811 Delta = 44° 47' 56.5511 (LT) Degree = 3° 49' 10.9911 Tangent - 618.241 Length - 1,172.836 PROPOSED FORREST ROSS ROAD Radius = 1,500.000 External = 122.412 Chain CL-FORREST-RO contains: Long Chord = 1,143.188 CUR CL-FORREST-RO-1 CUR CL-FORREST-RO-2 Mid. Ord. = 113.176 P.C. Station 8+00.91 N 7,062,755.078 E 2,578,729.367 Beginning chain CL-FORREST-RO description P.T. Station 19+73.74 N 7,063,818.543 E 2,578,309.936 ________________________________________________________________________________ C.C. N 7,062,777.992 E 2,577,229.542 Back = N 0° 52' 30.90" E Curve Data Ahead = N 43° 55' 25.65" W ° *----------* Chord Bear = N 21 31' 27. 37" W ~^J',// Curve CL-FORREST-RO-1 P.I. Station 2+30.40 N 7,065,142.58 E 2,576,705.27 =______________________________________________________________________________ �'-iP The seal appearing on this document was by Donald Adam Kane, authorized Delta = 33° 00' 56.36" (LT) Ending chain CL-SPRCRK description •• •••+�••/ PE#107449on03-18-22. Alteration �•DONALD ADAM•� ANE•� of a sealed document without Degree = 13° 01' 18.3711 • • proper is notificationnder Tangent = 130.40 ��••••107449 2/ T ' an offense the Texas Engineering 253 Length = 253.54 54NSE� I Practice Act. TB ELS Engineering Firm #F-312 Radius = . 00 External = 18.92 G \���, 0 Long Chord = 250.05 I� Mid. Ord. = 18.14 P.C. Station 1+00.00 N 7,065,012.22 E 2,576,702.33o "FOR P.T. Station 3+553.554 AGENCY APPROVAL ONLY Back = S 34° 19' 16.9911 W N 7,065,002.19 E 2,577,142.18 NOT F O R CONSTRUCTION" Ahead = S 1° 18' 20.6311 W Chord Bear = S 17° 48' 48.81" W Course from PT CL-FORREST-RO-1 to PC CL-FORREST-RO-2 S 1° 18' 20.631, W Dist 60.87 PARK BOULEVARD EXTENSION Curve Data Curve CL-FORREST-RO-2 P.I. Station 8+98.85 N 7,064,467.05 E 2,576,689.87 Delta = 49° 32' 04.5311 (RT) Degree = 5° 27' 24.2711 Tangent = 484.44 Length = 907.77 Radius = 1,050.00 Extenal 106.37 rChord HORIZONTAL ALIGNMENT DATA Long = 8779.76 Mid. Ord. = 96.58 P.C. Station 4+14.41 N 7,064,951.36 E 2,576,700.91 P.T. Station 13+22.18 N 7,064,161.13 E 2,576,314.24 C.C. N 7,064,975.29 E 2,575,651.18 Back = S 1° 25.63" W ■■■ RKWOOD SUITE 800 Ahead = S 50° $0' 25.16" W 501 X7503-8641 HALFF FRISCO3803 ■■■ FRISCO, TX 750348641 Chord Bear = S 26° 04' 22.89" W 618-4570 mom FAXTEL (214) 7390095 TBPE FIRM#F-312 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRAWN: TMW DATE. 9/30/2021 DESIGNED: AK DATE: 9/30/2021 Ending chain CL-FORREST-RO description l.� CHECKED: AK DATE: 9/3O/2021 SCALE: IV.T.S. CONTRACT No. 35192 SHEET 64 OF 488 HA-03 HORZ-0335192.cip 3/18/2022 3'.0 208 I I TAAS I VVES 'TS L SEE MISC. PAVING DETAILS FOR ADDITIONAL INFORMATION 5' PR TEMP. , ON x LIGHTWEIGHT FILL w ACCESS OVER NTMWD ASEMEN WATER LINES, TYP. CURVE-1 C R E-2 R=1024' l �1 R= I N W a 27 CURVE CL PARK-14 I� _ VARIES m CURVE R=1024' WMH CONSTRUCT RELOCATED I AND RELOCA VALVE. LOCA AND PARK BI TO 12"-24" AIR VALVE D SITE WHEN N 5 . RO Ig �� N 40' PROP. TEMP. 11W o ROi Y E pOW pi o (D � CONST.EASEMENT J PRi- KCS RR ✓ \ Iwa I�7 ��/ {� ° 120'PROP. \ 3 3 I z {` C -1 o e aF j A 15'S1 CURVE-2 5U&VE-3 A = 5'59'16" A = 5'59'16" CURVE-4 A = 4'15'50' ROADWAY \ 0 13 i R 1 4.00' R= 976.00' R= 1024.00' R= 976.O EASEMENT T= 8.12' T= 51.05' T= 53.56' T= 36.33' PROP. RAILROAD L= 76.21' CL= 76.19' L= 102.00' L= 107.01' CL= 101.95' CL= 106.96' L= 72.63' CL= 72.62' CROSSING AGREEMENT L� CB= S 40'04'05' E CB= S 40'55'47" E CB= S 45'11'38" E CB= S 46'03'21- E I 21 1'RAIL, TYP.5'FUTURE SIDEWALK W/ CLF-ROR=20' SIDEWALK - J�-R=20' - ---- -{'"-� � I 19 °� C.L. PARK BLVD STA 279+91.29 - ° ° � ° O io 3 3.0' a - I C.R. STA 277+79.55, 4.98' LT '��� �✓� BECB APPROACH SLAB o o {: e . ^° °. io e o ~°,� + Pv � CONSTRUCT MEDIAN NOSE W o C.L. PARK BLVD STA 280+08. 0 °O 4 R=2.5' M R=2 R-250' BEGIN BRIDE ° C.L. PARK BLVD 15 0 16 17 R R=68' R=68' "- Q a ° 6 0 I 278+00 18 280+0 M °° 2 1 Wy I C.R. STA 278+44.55, 5.00' RT �, PARK BLVD STA 279+5567 NOM. FACE V RAIL a 5 CONSTRUCT MEDIAN NOSE BEGIN CURB TAPER (16:1) �+ o I N�M ;PARK R=68' o R=2.5' N +m BLVD 14 L m C.L. PARK BLVD STA 279+75.67 END CURB TAPER (5.67 ° / o 76' LO � 3.0' R=20 `N' a 13 C.L. PARK BLVD STA 279+75.67 o 9 10 R=PO r BEGIN SIB APPROACH SLAB -- I- ----- :.r �-- 12 --� �F�- 0 SI WALK 25 LF MBGF WITH SGT, 6' SIDEWALK .TYR..NSTALL W/ CO EA E ENT REM VE AND R�LQCATE EX. PRECAST A8H LE COVER IT !(NB �X.8" COMBINATION ELEASE & VA �V-kL O PR FSET CAV MANHOLE.REMOVE AND DISOF THRIE BEAM TRANSITION AND MOW STRIP I ALL 25 NESTED LF W-BEAM MBGF PROP.CONCRETE RIPRAP SEEVENACK GRADING AND /DRAINAGE SHEETS FOR ADDITIONAL INFORMATION / PROP. RAILROAD CROSSING AGREEMENT 'REC ST OF T CAV MANHOLE INp EX. 72' PRE-CG T MANHOLE RISERS. CONSTRUCT 72" TRAFFIC RATED T SGT, / AST A HOLE CO ER WITH VENT TdCK PRECAST MANHOCE-AD ST MANHOLE LOCATION A CESSARY IE BEAM TRANSITION 4 / 8" C M INATIO IR RELEASE & V CLILIM FIT ALL EOUIPMENT. E-rDDLTIONA CONCRETE B$ AS NARY TO AND MOW STRIP IANH E BETW E PROP. FUTURE DgWALK SUPPORT MANHOLE. E4 ANHOLE TO PROP - PAVEMENT E. / ROA W Y EAS M NT. SET MANH L COVER SEE DETAILS ON NT�AIR VALV AIL SHE€Z PRIOR TO ANY WORK O o 'E P 0 . GRAD EE DETAILS 0 TMWD REGARDING NTMWD PIPELINES, CONTR OR MUST SUBIUI�tV -MWD SHUTDOWNC R L SH E A N M D INSPECTOR U TI FORM WITH SEQUENCE AND PROPOSED WORK SCHEDULE OF WZI?K-T / IS E ORME b' I° PERFORMED TO NTMWD INSPECTOR FOR APPROVAL. {� o o / -�Q � / / POINT STA O/S RT/LT DESCRIPTION ELEV 1 276+76.99 43.91 LT PRC 538.05 2 276+74.88 20.00 LT PRC 538.48 3 277+79.55 39.00 LT PT 540.41 4 277+50.21 15.43 LT PRC 540.08 5 277+49.91 5.10 RT PRC 540.27 6 277+22.05 5.87 RT PCC 539.63 7 276+72.121 13.60 RT PRC 538.61 POINT STA O/S RT/LT DESCRIPTION ELEV 8 276+91.82 41.92 RT PRC 538.30 9 277+63.88 39.00 RT PT 539.96 10 277+79.55 39.00 RT PC 540.41 11 277+98.09 51.50 RT PI 541.23 12 278+25.01 51.50 RT PI 542.14 13 278+43.55 39.001 RT I PT 1 542.57 14 278+74.991 15.00 1 RT I PC 1 537.24 POINT STA O/S RT/LT DESCRIPTION ELEV 15 278+74.99 5.00 LT PT 542.57 16 279+02.2 5.00 LT PC 544.30 17 279+46.74 9.00 LT PRC 544.50 18 279+91.29 13.00 LT PT 545.76 19 278+43.55 39.00 LT PC 542.57 20 278+25.01 51.50 LT PI 542.14 21 277+98.09 51.50 LT PI 541.23 PARK BLVD:@ OUTSIDE 1 115' PROP. 40' PROP. TEMP. / CONST. EASEMENT' ROADWAY �'''� / / EASEMENT i o I /.: _�--- \. J J I P. 0211312024 Item G. I I 0 10 20 30 40 HORIZONTAL SCALE IN FEET 0 2.5 5 7.5 10 VERTICAL SCALE IN FEET I r(`rNlrl PROPOSED CURB/SIDEWALK ..................•••• EXISTING TOPOGRAPHY PROPOSED CONCRETE RIPRAP PROPOSED STONE RIPRAP PROPOSED REINFORCED CONCRETE PAVEMENT PROPOSED MEDIAN PAVING STONE ® 5" HMAC TYPE D ON 9" FLEX BASE PROPOSED STORM DRAIN/INLET EXISTING TRAFFIC LANE 4*11111111111111111 PROPOSED TRAFFIC LANE FUTURE TRAFFIC LANE --- SAWCUT/ PAVEMENT REMOVAL LIMIT o--. .--. . PROP. GUARD RAIL PROP. RETAINING WALL -X X- PROP. FENCE NOTES: 1. ALL DIMENSIONS AND STATION/OFFSETS ARE TO FACE OF CURB OR FACE OF RAIL UNLESS NOTED OTHERWISE. 2.PROPOSED PEDESTRIAN RAMPS SHALL BE TXDOT TY 7 UNLESS OTHERWISE NOTED. 3. REFER TO TYPICAL SECTIONS FOR ADDITIONAL INFORMATION. 4. CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT AND/OR MOISTURE TREATMENT AT UTILITY CROSSING LOCATIONS AS DIRECTED BY THE ENGNIEER. S. CONTRACTOR SHALL MATCH EXISTING PAVEMENT ELEVATIONS & CROSS SLOPES AT CONNECTIONS TO EXISTING PAVEMENT. 6. ALL CONTROL POINT ELEVATIONS ARE TOP OF PAVEMENT UNLESS NOTED OTHERWISE. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION col- 4 F""\ PAVING PLAN/PROFILE STA 276+25 TO STA 281 +00 BLVD, SUITE 800 0mom 0 HALFF FRISCO, TX 75034-8641 FRIS O,TX7503 MEN TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: PTS DATE. 9/30�2021 DESIGNEDDS DATE' 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: CONTRACT No. 35192 SHEET 94 OF 488 PAVE-30 PAVE-30-35192.dg, 3JS,2022 3:0 209 1 0211312024 Item G. I I 40' PROP. TEMP. / CONST. EASEMENT: / /Z' f !W KCS RR l� ram- / f I PROP. RAILROAD / f CROSSING AGREEM N R/1122 ' CRASH WWALL /441 KCS RR / KCS RR % O 2 1' RAIL. TYP. W/ CLF-RO PROP. BENT'3 PROP. ROADWAY W/12' CRASH WALL __EASEMENT_— _ 50' PROP. TEMP. CONST. EASEME NOTES: A. MINIMUM VERTICAL CLEARANCES PROVIDED ARE TAKEN AT THE POINT WHERE THE EXTERIOR BEAM IS CLOSEST TO THE ADJACENT FUTURE TRACK CLEARANCE ENVELOPE (12' PERPENDICULAR OFFSET TO RR C.L.) B. MINIMUM HORIZONTAL CLEARANCES PROVIDED ARE MEASURED FROM C.L.OF ADJACENT FUTURE TRACK TO FACE OF CRASH WALL AND EDGE OF BENT CAP. C.FUTURE TRACKS ARE ASSUMED TO HAVE THE SAME TOP OF RAIL ELEVATIONS AS ADJACENT EXISTING 6' SIDEWALK TRACK ELEVATION. D.CRASH WALLS SHALL EXTEND 12'ABOVE ADJACENT TOP OF RAIL ELEVATION. - -------T-- — — — — — — SEE SHEET PAVE-40 FOR ADDITIONAL INFO. / 1- C.L. PARK BLVD STA 281+25.85 i ° z Z s. ` '' III =FUTURE N-1 STA 4099+93 I / C.L. PARK BLVD STA 281+41.43 7 / °.C.L.PARK BLVD STA 282+02.88 I !w 00 w I `.m =1i PARK BLVD z 1 II c Iowa / =R&D-2 STA 4099+99 SWITCHING LEAD STA 4100+29 . ° ° ° o' o NOM. FACE 1' RAIL 1 o °�' / / I C.L. PARK BLVD / / / :' :' C.L. PARK BLVD STA 282+23.65 a .a o: MOM II kn rq / ( STA 281+62.14 =FUTURE N-2 STA 4100+43 =R&D-1 STA 4100+10 - I ' C.L. PAR L n 'aa. E. RaO. . I : 284+00 I CURVE CL PARK 15 rq I 282 0 / 283+00 : 285+00 -- I f MIN. VERT. CLR.:- 1J�yv I M _': I/� W I g' (SEE NOTES A ° 0 10 20 30 40 HORIZONTAL SCALE IN FEET 0 2.5 5 7.5 10 VERTICAL SCALE IN FEET r— /- r— A I r, PROPOSED CURB/SIDEWALK ..................•••• EXISTING TOPOGRAPHY PROPOSED CONCRETE RIPRAP PROPOSED STONE RIPRAP PROPOSED REINFORCED CONCRETE PAVEMENT PROPOSED MEDIAN PAVING STONE ® 5" HMAC TYPE D ON 9" FLEX BASE PROPOSED STORM DRAIN/INLET EXISTING TRAFFIC LANE 4*11111111111111111 PROPOSED TRAFFIC LANE <,`= FUTURE TRAFFIC LANE --- SAWCUT/ PAVEMENT REMOVAL LIMIT o--e--o--r� PROP. GUARD RAIL PROP. RETAINING WALL -X X- PROP. FENCE NOTES: 1. ALL DIMENSIONS AND STATION/OFFSETS ARE TO FACE OF CURB OR FACE OF RAIL UNLESS NOTED OTHERWISE. 2.PROPOSED PEDESTRIAN RAMPS SHALL BE TXDOT TY 7 UNLESS OTHERWISE NOTED. 3. REFER TO TYPICAL SECTIONS FOR ADDITIONAL INFORMATION. 4.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT AND/OR MOISTURE TREATMENT AT UTILITY CROSSING LOCATIONS AS DIRECTED BY THE ENGNIEER. S. CONTRACTOR SHALL MATCH EXISTING PAVEMENT ELEVATIONS & CROSS SLOPES AT CONNECTIONS TO EXISTING PAVEMENT. 6. ALL CONTROL POINT ELEVATIONS ARE TOP OF PAVEMENT UNLESS NOTED OTHERWISE. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 545 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" 540 PARK BOULEVARD EXTENSION 535col— PAVING PLAN/PROFILE STA 281 +00 TO STA 285+50 BLVD, SUITE 800 0mom 0 HALFF FRISCO, TX 75034-8641 FRIS O,TX7503 mom TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: PTS DATE. 9/30�2021 DESIGNEDDS DATE' 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: CONTRACT No. 35192 SHEET 95 OF 488 PAVE-31 PAVE-31.35192.dg, XIS12022 3:0H 1 0211312024 Item G. I I NOTES: I I A. MINIMUM VERTICAL CLEARANCES PROVIDED ARE TAKEN REGRADE EXISTING TOPOGRAPHY I i AT THE POINT WHERE THE EXTERIOR BEAM IS CLOSEST ..............TO MAINTAIN POSITIVE DRAINAGE .. .. TO THE ADJACENT FUTURE TRACK CLEARANCE AWAY FROM R.R. TRACKS, TYP. ....................I I I 2 ENVELOPE (12' PERPENDICULAR OFFSET TO RR C.L.) B. MINIMUM HORIZONTAL CLEARANCES PROVIDED ARE KCS RR MEASURED FROM C.L. OF ADJACENT FUTURE TRACK PROP. CONCRETE RIPRAP SEE �� TO FACE OF CRASH WALL AND EDGE OF BENT CAP. GRADING AND DRAINAGE SHEETS -L1 C. FUTURE TRACKS ARE ASSUMED TO HAVE THE SAME FOR ADDITIONAL INFORMATION IG I a' TOP OF RAIL ELEVATIONS AS ADJACENT EXISTING PROP. T MP. I� I a dx, TRACK ELEVATION. rnrr xI a "' D. CRASH WALLS SHALL EXTEND 12' ABOVE ADJACENT -- 6' SIDEWALK-- TOP OF RAIL ELEVATION. 1 a 1' RAIL, TYP. ROADWAY EASEMENT ------ PROP. BENT°8A 12. W/ PROP. CLF-RO � - W/12' CRASH WALL 14.6' C.L. PARK BLVD STA 288+02.05 I r ; , PARK =INTERMODAL LEAD STA 4102+19 i f 1 II % . DO I C.L. .1 PARK BLVD STA 287+86.94 ' V `, ' ': r SEE SHEET PAVE-40 a`:+ t. BLVD =FUTURE S 1 STA 4102+17 I�I ' �:. FOR ADDITIONAL INFO. o C.L PARK BLVD I } r (EX. R.O.W.) �i..(..L.t.. in 287+00 12.3 NOM. FACE V RAIL_L- 286+00 PROP. BENT °86 17.2! I CUf NO CRASH WALL :. 8 WA:TERLIIVE:::rA>::::::............................. 1 t/) SEE SHEET PUTL-01 a .. a FOR ADDITIONAL INh I' RAIL, TYP. EX. R.O.W. , :::::...... 6 SIDEWALK o 74 _ _ __- W/ CLF-RO o - - - rr,::�:Pa. TEMP,.CONST. EASE NT TEXAS NATION Lo/ GUARD ARMORY W PVI STA 286+00. ELEV=:586.49 ......... ex ==12.71' K = 71 850.dO' VC PARK BLVD �@ OUTSIDE J / hv/ 0` PftOP:'TETvtP:.. 3 ...... 27 KCS RR IN./................�......... .....1..��;.................. ..... ....... ONST. EASEMENT /v l l pI �/ 2 W PROP. TEMP. x-x KCS RR vt+�----- y3C) /�/ /�/ Q/ R 1r1/ KCS R "C.L. PARK BLVD STA 288+34.78 cXul -KCS MILEPOST T199.50' ..;.. EX_R0•W. -� GREENVILLE SUBDIVISION PROP. BENT"9_� KCSR MAINLINE STA 4102+24 l Ir E W/ 12' CRASH WALL (ON NB SIDE) EX izz _ C.L. PARK BLVD STA 288+55.11 / =FUTURE S-2 STA 4102+28 IIfLzi...;i C.L. PARK BLVD STA 288+75.45 /L FUTURE S-3 STA 4102+31 o a O + N // 2$9 PROP. C CR TE RIPRAP SE /E CL PARK-15 / ; l l f I r---GfiADING AN DRAINAGE SHEETS FOR A-L-INEQRMAT10 �-� 29 0 PROP. BENT"9 l l .: i_ W NO CRASH WALL Z ......:.::::::::.... / MIN. VERT. CLR. SEE SHEET PAVE 41' -4 (SEE NOTES A & B) FO0 " R ADDITIONAL INFO. TU E 1 - 0 INTERMODAL LEAD=25'-8" p r KCSR MAINLINE=25'-3" FUTURE S-2=24'-6"::::::::::.................. _ Ex P. RAIL - RT) R.O.W. Im KCS R _ �'L..... R.O.W. -�/Ll I �_ #CLEARANCE FROM C.L. OF TRACK TO EDGE OF BENT CAP 1 1:30' R P. TE P. CONST: EASEMENT I-% Xt�tCLEARANCE FROM C.L. OF TRACK TO FACE OF CRASH WALL REFER TO BRIDGE PLANS FOR PROPOSED BRIDGE LAYOUTS BENT 7 :..............................:.............................:..............................:..............................:..............................:..............................:..............................a..............................:..............................:..............................:... STA 286+46.00 ............... s.............................. .............................. :.............................. :.............................. :.............................. s.. BENT SA STA 28746. Ld U ca BENT 9 O ..................................................................................... .................................................................................................. ! .......... STA a.D....... .................... +. BENT 1 00 :STA 289+88.0 N ro �. E ..............................:............................... Uj ....I..... ........... ........................ ........................ ....................... ........ ........................ ................. ................... F"I w I :C.L. RR w I INTERMODAL . .............................. i.............................. E.............................. ...................... ......:.............................. i.............................. LEAD i.............................. i.............................. _........... D. ................ .................... MIN. V .RTICAL CLEARANCE ... ............. 3.,.._...9" ... .... ........................ ........................ ....................... (9.5;..RT) a x SUFIVEYED TOP 0 RAIL .L. RR (SEPLAN VIEW AND FUTURE S-2 NOTES A & B) 12' CRASH WALL (NB SIDE ONLY) SEE NOTE C :& D AND U i =a38.72 :STRUCTURAL:PLANS FOR C.L. RR ADDITIONAL INFORMATION. KCSR MAINLINE ' C.L. RR CE S 3 FUTURE (T/P ELaV.526.0'+/-): EX. 48" NTMWD WATER: LINE (NOT DRAWN AT L. RR ' OFtURVERAILD TOP CORRECT ELEVATION) =538.42 EX.GROUND AT CL PARK BLVD .... .............................. .............................. .............................. ;..................................................... _ ............ ----------=----------------------=-----=-EX.8" - PROP.8 WATER LINE a w I WATER L94E 'A' (7/P ELEV. (T/P ELEV. 531.2')�UNKNOWN.) A:O iDm OC) NIO N:Cn LIEin: nin tP � LIE: �:tn in: a) 14.E 4...........................:................................�....................... k EX. 36" ............................RCP....................;....................................................... (ELEV. EX.8" _ ...... UT%P SANITARY NKNOWN.) o c SEWER (TVP ELEV. GOo; UNKNOWN.) 286+00 287+00 288+00 Ii 1 (T/PELEV. VARIES: FROM 521.Q'+/- TO 522.5'+/-) ............ 1NA.I1DRAWN...AI......i..............�......... . CORRJECT ELEVATION) k 289+00 O l n'1 290+00 0 10 20 30 40 HORIZONTAL SCALE IN FEET 0 2.5 5 7.5 10 VERTICAL SCALE IN FEET LEGEND PROPOSED CURB/SIDEWALK ..................•••• EXISTING TOPOGRAPHY PROPOSED CONCRETE RIPRAP PROPOSED STONE RIPRAP PROPOSED REINFORCED CONCRETE PAVEMENT PROPOSED MEDIAN PAVING STONE ® 5" HMAC TYPE D ON 9" FLEX BASE PROPOSED STORM DRAIN/INLET EXISTING TRAFFIC LANE PROPOSED TRAFFIC LANE FUTURE TRAFFIC LANE --- SAWCUT/ PAVEMENT REMOVAL LIMIT o--. .--. . PROP. GUARD RAIL PROP. RETAINING WALL -x X- PROP. FENCE NOTES: 1. ALL DIMENSIONS AND STATION/OFFSETS ARE TO FACE OF CURB OR FACE OF RAIL UNLESS NOTED OTHERWISE. 2.PROPOSED PEDESTRIAN RAMPS SHALL BE TXDOT TY 7 UNLESS OTHERWISE NOTED. 3. REFER TO TYPICAL SECTIONS FOR ADDITIONAL INFORMATION. 4.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT AND/OR MOISTURE TREATMENT AT UTILITY CROSSING LOCATIONS AS DIRECTED BY THE ENGNIEER. S. CONTRACTOR SHALL MATCH EXISTING PAVEMENT ELEVATIONS & CROSS SLOPES AT CONNECTIONS TO EXISTING PAVEMENT. 6. ALL CONTROL POINT ELEVATIONS ARE TOP OF PAVEMENT UNLESS NOTED OTHERWISE. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering g g Practice Act. TBPELS Engineering Firm #F-312 n FOR AGENCY APPROVAL ONLY 555 NOT FOR CONSTRUCTION" 550. PARK BOULEVARD EXTENSION coL coll- .545. 4F PAVING PLAN/PROFILE STA 285+50 TO STA 290+00 mom3803 PARKWOOD BLVD, SUITE 800 ■■■ HALFF FRISCO, TX 75034-8641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN CHECKED: PAK DATE: 913012021 ALE: DATE' 9/30/2021 CONTRACT No. 35192 SHEET 96 OF 488 PAVE-32 PAVE-32-35192.dp T18/2022 3:0 211 0211312024 Item G. I I \ .............- X_-X j-��-----__ _ I + �x \x� ............... -- --����� �x_x x INSTALL 25 LF NESTED BEAM MBGF CURVE-1 K p = 6'47'30' X� R= 1800.00, CURVE-2 p = 5'12'18" R= 1000.00' _ r/ a� WITH SGT, -?ROP. TEMP• CONST. +� /+max THRIE BAN MOW TRANSITION EASEMEN + x D MOW STRIP --= T T= 106.81' L= 213.37' T= 45.45' L= 90.85' KCS RR _---- -x_x CIL 213.25' CB= S 2'31'l4' E CIL 90.82' CB= S 1.43,3 " E -............X.... o PROP. 12" WATERLINE 'B' C.L. PARK BLVD STA 293+48.62 SEE SHEET PUTL-02 END CURB TAPER (10:1) I FOR ADDITIONAL INFO. C.L. PARK BLVD STA 293+28.62 BEGIN CURB TAPER (10.1) l' RAIL, TYP. W/ CIF-RO EX. R.O�W:�---�------- 6 SIDEWALK I ---__ _ EX. R.O.W, RETAINING WALL 7--� 2 °q � �EX.18• SD Z ONST EMP. 20' PROP. EASEMENT_ N.T.M.W.D. Z of W SEE SHEET PAVE-41 FOR ADDITIONAL INFO. III �I Uj x w � U a fDe ..........-..-..........- - X_ =ij - _� .L. PARK BLVD ST 293+28.62 v ° v a a END APP OACH SLAB }� 2 :j:::;::::I:::::aO :::::-C Lu PARK: BLVD STA ................ °........ .. I N L.p v1 E D3 BR DG0 .. 1 � 101? i' C.L-.'PARK BLVD %00 CURVE CL PARK-15 ° ° 29 f a o PARK BLVD a`R I as a 4...:::. L21 SCi EX 3044SD .. l0 N LL O N .......... (yv3.............. ............ .......... 1' RAIL, TYP. 6' SIDEWALK C.L. PARK BLVD" W/ CLF-RO STA 293+28.62 PROP. CONCRETE RIPRAP SEE I BEGIN CURB TAPER (10:1) l GRADING AND DRAINAGE SHEETS FOR ADDITIONAL INFORMATION C.L. PARK BLVD !�TA 293+48.62' I END CUBoli4PER (10:1) o ��P. 30' PROP. TEMCONST. EAS NT WAL-MART REAL EST BUSINESS TR POINT STA I O/S RT/LT DESCRIPTION I ELEV 1 293+53.72 15.00 1 LT I PCC 1 541.58 2 293+53.72 39.00 1 LT I PCC 1 541.12 3 293+95.261 15.00 1 RT I PCC 1 539.38 BENT 14 PGL PARK BLVD G ..............................:.......... ...........STA...290+86.OQ........ :............................... OUTSIDE TOC ;. ................... ............... ....................... ........................ ....................... o -5.96i Cr N .... . N .......................................................................................... ............I............ ....... BENT 12 STA 291+97.00 W .... ............................................................:..................................... .....I ..... I ....... ....................... ........................ ....:... ... ........................ ................. _ ......... ........................ ....................... U i F� .......................................................................................................I.......................................... ...... ....................... ........................ ....................... I GROUND AT: _ ..................................CLF I A........... EX. 12" SANITARY EX. 12 WATER I;INE - - - - - - - - - - --- a w € 'SEWER (T/P CLEV. 525.6+/-) (T/P' ELEV. 523.5' */-) .................:..(NO.T...DRAWN:-.A.T.....................;..................................... CORRECT ELEVATION) t0 t0� tO:V 1�;0 IrM A;cr� N t0 LEIO�: MURI v 1'(w1; t0: r.i on: n 1(1;M Q ;M Ln In Ln LEIM1(I;M 290+00 291+00 292+00 ro, CURVE-1 R=1800' 1 294+00 Q CURVE-2 coo N R=1000'---� L_d W EX.R.O.W -L_f RETAINING WALL .-:6 rR 1', TYP. POINT I STA O/S IRT/LTI DESCRIPTION ELEV 4 293+95.26 39.00 RT PCC 538.87 5 293+40.38 94.58 RT ICONN. TO EX. 6 293+45.13 91.11 RT PT 531.09 REFER TO BRIDGE PLANS FOR PROPOSED BRIDGE LAYOUTS -- -- EX. GROUND 60' RT EX.GROUND 60' LT 293+00 m'M Q'w;M ., •:lri 11 I I EADNS T. SEMENT �-- 9� - R=10' POINT STA 0/S RT/LT DESCRIPTION ELEV 7 293+47.76 71.11 RT PI 531.42 8 293+99.51 76.33 RT PC 531.13 9 294+06.51 74.52 RT CONN. TO EX. * SEE NOTE 5 294+00 H 0 c� w 0 10 20 30 40 HORIZONTAL SCALE IN FEET 0 2.5 5 7.5 10 VERTICAL SCALE IN FEET I r(`rNlrl PROPOSED CURB/SIDEWALK ..................•••• EXISTING TOPOGRAPHY PROPOSED CONCRETE RIPRAP PROPOSED STONE RIPRAP PROPOSED REINFORCED CONCRETE PAVEMENT PROPOSED MEDIAN PAVING STONE ® 5" HMAC TYPE D ON 9" FLEX BASE PROPOSED STORM DRAIN/INLET EXISTING TRAFFIC LANE PROPOSED TRAFFIC LANE FUTURE TRAFFIC LANE --- SAWCUT/ PAVEMENT REMOVAL LIMIT o--. .--. . PROP. GUARD RAIL PROP. RETAINING WALL -X X- PROP. FENCE NOTES: 1. ALL DIMENSIONS AND STATION/OFFSETS ARE TO FACE OF CURB OR FACE OF RAIL UNLESS NOTED OTHERWISE. 2. PROPOSED PEDESTRIAN RAMPS SHALL BE TXDOT TY 7 UNLESS OTHERWISE NOTED. 3. REFER TO TYPICAL SECTIONS FOR ADDITIONAL INFORMATION. 4.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT AND/OR MOISTURE TREATMENT AT UTILITY CROSSING LOCATIONS AS DIRECTED BY THE ENGNIEER. 5. CONTRACTOR SHALL MATCH EXISTING PAVEMENT ELEVATIONS & CROSS SLOPES AT CONNECTIONS TO EXISTING PAVEMENT. 6. ALL CONTROL POINT ELEVATIONS ARE TOP OF PAVEMENT UNLESS NOTED OTHERWISE. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 "FOR`AGENCY APPROVAL ONLY 550. NOT FOR CONSTRUCTION" 545 PARK BOULEVARD EXTENSION col- .540.. 41-F PAVING PLAN/PROFILE STA 290+00 TO STA 294+50 3803mIoBLVD, SUITE 800 HALFF FRISCO, TX 75034-8641 FRIS O,TX7503 MEN TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: PTS DATE. 9/30/2021 DESIGNEDDS DATE' 9/30/2021 CHECKED: A1C DATE: 913012021 SCALE: CONTRACT No. 35192 SHEET 97 OF 488 PAVE-33 PAVE-33-35192.dg, 3/1a12022 3:0 212 1 0211312024 Item G. I I CURVE-1 CURVE-2 A = 6'47'30' A = 5'12'18' R= 1800.00' R= 1000.00' T= 106.81' T= 45.45' L= 213.37' L= 90.85' CL= 213.25' CL= 90.82' CB= S 2'31'14' E CB= S 1'43'38' E RETAINING WALL 7 6' SIDEWAL > " o CURVE-1 j �v ^ R=1800' w Z M 295+00 -� CURVE CL PARK-15 J) LL' R=1000' > CURVE-2 ........... _P_ +w� Clt c 3' SD O N 4 6_SIDEWALK I .......................................... I X�:lx-X-X �X -x-x 5+80.00 C.L. PARK BLVD 14' CI, INLET 7A m T - k -PROP. 12" WATERLINE 'B' SEE SHEET PUTL-02 FOR ADDITIONAL INFO. INSTALL 25 LF MBGF WITH SGT, THRIE BEAM TRANSITION .............................. AND' MOWSTRIP [X-X-X-X��_��T�_DTwW KCS RR K C - 532.00 I W a ~ - EX. R.O.W. 0 T 7�� -9140 - - - - - - - ti 0 RETAINING WALL 6 ------------- Ti:EASE' MEN T:::::ST t"'296+20:00 'C:C 'PAi21F"'BtVO 10' RCI, INLET 7B TC = 530.95 POINT STA O/S RT/LT DESCRIPTION ELEV 1 295+65.23 17.00 LT PT 532.42 2 295+65.23 41.00 LT PT 531.95 3 294+87.03 16.35 RT PT 535.20 4 294+86.30 40.35 RT PT 534.72 5 297+51.00 17.00 RT PC 1 528.86 6 297+51.00 17.00 1 LT I PT 1 528.86 0N CT N .............................................. ........... EX. GROUND 60' RT Cn EX. GROUNCi 60' LT �------- ------ 0 10 20 30 40 ............................................ .......... ........................................................................... o_ FAIC nIT.......................................____�_ .......... HORIZONTAL SCALE IN FEET x-x-x-x-x-x-x-x-%+t'sx-x-%ice- T-x-x--x-x-x-x-x-x-ate -I o z.s 5 7.5 10 I VERTICAL SCALE IN FEET KCS RR LEGEND 9 I PROPOSED CURB/SIDEWALK 4------- EXISTING TOPOGRAPHY 8 PROPOSED CONCRETE RIPRAP - - - - - - - - F0C2 - - - - - - - - - - FOC2 - - - T.- FOc2 PROPOSED STONE RIPRAP �R=20' I PROPOSED REINFORCED CONCRETE PAVEMENT 10 I 11 F` <= MM PROPOSED MEDIAN PAVING STONE ................................................................................- - f .................................................................................. 5" HMAC TYPED ON 9" FLEX BASE C.L. PARK BLVD ~ R=17' 297+00 298+00 �299+00 PROPOSED STORM DRAIN/INLET -------------------1---L-- �- --- - - - - 5 , 13 1 2 .,.. PARK BLVD EX.4~ -. .......... .-.. a.z.at...'-1... .................................... EX. R.O.W. -T ------ --------------- ...................................................... 1 I, INL77 7C .. TC = 59R_Q1 POINT STA O/S RT/LT DESCRIPTION ELEV 7 297+01.82 41.00 LT PC 528.91 8 297+21.49 57.41 LT CONN. TO EX. 9 297+98.32 57.41 LT CONN. TO EX. 10 297+98.32 20.00 LT CONN. TO EX. 11 298+21.00 20.00 LT CONN. TO EX. * 12 298+21.00 20.00 1 RT ICONN. TO EX. * ..................................... .:............................: ...�._._._._ 0.50% GROUND AT J PARK BLVb PASTA 295+5 ELEV =[ 529. ....................... :.............................. ...................................... ex =' 3.07' K = 82 450.00' VC PROP. 12" WATER LINE 'B' -6' SIDEWALK 0 POINT STA O/S RT/LT DESCRIPTION ELEV 13 297+98.32 20.00 RT CONN. TO EX. 14 297+98.32 41.00 RT CONN. TO EX. 15 297+45.34 47.00 RT PC 529.04 16 297+59.34 49.00 RT PRC 528.97 17 297+73.341 51.00 1 RT PT 528.93 18 1298+01.781 45.00 RT I PI 1 528.85 ':PGL PARK BLVD (2 OUTSIDE TOC- TA EXISTING TRAFFIC LANE E PROPOSED TRAFFIC LANE FUTURE TRAFFIC LANE Ex. 48' SD --- SAWCUT/ PAVEMENT REMOVAL LIMIT o--e--o--r� PROP. GUARD RAIL 19 Z PROP. RETAINING WALL -'--------�`-"-"`-----,-` - x- PROP. FENCE NOTES: 1. ALL DIMENSIONS AND STATION/OFFSETS ARE TO FACE OF CURB OR FACE OF RAIL UNLESS NOTED OTHERWISE. 2. PROPOSED PEDESTRIAN RAMPS SHALL BE TXDOT TY 7 UNLESS OTHERWISE NOTED. WAL-MART REAL EST BUSINESS TR / 3. REFER TO TYPICAL SECTIONS FOR ADDITIONAL INFORMATION. 0/S RT/LT DESCRIPTION ELEV 4.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT AND/OR MOISTURE TREATMENT AT UTILITY CROSSING 13.98 46.90 RT CONN. TO EX. * LOCATIONS AS DIRECTED BY THE ENGNIEER. * SEE NOTE 5 S. CONTRACTOR SHALL MATCH EXISTING PAVEMENT ELEVATIONS & CROSS SLOPES AT CONNECTIONS TO EXISTING PAVEMENT. 6. ALL CONTROL POINT ELEVATIONS ARE TOP OF can PAVEMENT UNLESS NOTED OTHERWISE. POINT S 19 298+ O N N O O - M 10 v C6co N Q1 N + Ln+: ........................ .....................�.......................; .............................. ;.......................... it N EL >w >w vlww CONNECT TO EX.ROADWAY EX. 8" SANITARY SEWER (T/P ELM 520.0'+/-) 0 : Q : co: tO:O OL:(V O N:m e;00 m:� :10 Y : N:O : O O: of OL: Oi CD:O� � M;M M'w;M M;M r'nw:Cj N:N N'w:N N N' Ln Ln: Ln In: In In: Ln in: .,. In L(] 295+00 296+00 297+00 298+00 299+00 The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #F-312 "FOR`AGENCY APPROVAL ONLY 535 NOT FOR CONSTRUCTION" 530, PARK BOULEVARD EXTENSION 4F caloL - ................. 5 2 5 520 PAVING PLAN/PROFILE STA 294+50 TO END mom3803 PARKWOOD BLVD, SUITE 800 ■■■ HALFF FRISCO, TX 75034-8641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: PTS DATE. 9/30/2021 DESIGNED' DS DATE' 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: 1 "=40' CONTRACT No. 35192 SHEET 98 OF 488 PAVE-34 PAVE-34-35192.E9n W18/2022 3:0 213 02113120241tem G. 4p' TEM NST. E4SEMEwT _ UJ KCS RR V ZI �r Q �Zj KCS RR wl i I r 1�1 ai oI a 'PROP. A ROAD kS{NG AGREEME _--------------------- --- n NT PROP. ROADWAY EASEMENT l-._---� }o .ate C.L. PARK BLVD 284+00 ` I C.L. SPRING CREEK 285+00 1 1 • I•° I �a3+00 I ----- --J--- 1 1: k 0.5% :. - ----------------------- I ------------- ---- ------ , ° } EX. R.O.W. SIGN INN SIGN 1 — jp- PROP., TEMP. CONST. EASEMENT - I1..................................................................................... �_-- PRO®. RAILROAD CROSSING AGiEEMENT 1� I I � J O 1 KCS RR i oa I KCS RR I I I °- TEXAS NATIONAL GUARD ARMORY BO — — I 1 I 283+00 284+00 NOTE: PARK BLVD PAVING LINES NOT SHOWN FOR CLARITY 285+00 w XI. w FOR ADDITIONAL INFO. i- 1 U-1 w:; O 5 o;: GRADE BREAK AT a ..�..' C.L. PARK BLVD 286+00 —'�-- .......................................... ............................................................. POINT STA O/S RT/LT DESCRIPTION ELEV 1 285+30.57 18.91 RT CONN. TO EX. 537.42 2 285+50.28 4.53 LT PT 537.55 3 285+42.30 50.00 LT PI 534.77 4 285+66.90 50.00 LT PI 534.90 5 285+74.79 1 8.90 1 LT PC 537.60 6 286+08.99 1 18.91 1 RT ICONN. TO EX.1 538.57 286+00 I` N EX. GROUND. AT 16' RT CL PARK BLVD 1.zsz 1a U SPRING CREEK PROFILE TOP OF CURB (PAWA-WINKI EMAN 1987) 287+00 ; `: I' . SEE SHEET GRAD-25 n':1, %- 0C M + 0 M r\j + coo �CO) aW aU J� I� 11 0 10 20 30 40 HORIZONTAL SCALE IN FEET 0 2.5 5 7.5 10 VERTICAL SCALE IN FEET LEGEND PROPOSED CURB/SIDEWALK ..................•••• EXISTING TOPOGRAPHY PROPOSED CONCRETE RIPRAP PROPOSED STONE RIPRAP PROPOSED REINFORCED CONCRETE PAVEMENT PROPOSED MEDIAN PAVING STONE ® 5" HMAC TYPE D ON 9" FLEX BASE PROPOSED STORM DRAIN/INLET EXISTING TRAFFIC LANE PROPOSED TRAFFIC LANE <�7 FUTURE TRAFFIC LANE --- SAWCUT/ PAVEMENT REMOVAL LIMIT o--o--o--r� PROP. GUARD RAIL PROP. RETAINING WALL -X X- PROP. FENCE NOTES: 1. ALL DIMENSIONS AND STATION/OFFSETS ARE TO FACE OF CURB OR FACE OF RAIL UNLESS NOTED OTHERWISE. 2.PROPOSED PEDESTRIAN RAMPS SHALL BE TXDOT TY 7 UNLESS OTHERWISE NOTED. 3. REFER TO TYPICAL SECTIONS FOR ADDITIONAL INFORMATION. 4.CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT AND/OR MOISTURE TREATMENT AT UTILITY CROSSING LOCATIONS AS DIRECTED BY THE ENGNIEER. S. CONTRACTOR SHALL MATCH EXISTING PAVEMENT ELEVATIONS & CROSS SLOPES AT CONNECTIONS TO EXISTING PAVEMENT. 6. ALL CONTROL POINT ELEVATIONS ARE TOP OF PAVEMENT UNLESS NOTED OTHERWISE. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #F-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION col— coLL- SPRING CREEK PKWY PAVING PLAN/PROFILE BEGIN TO STA 287+00 momMEN BLVD, SUITE 800 ■■■ HALFF FRIS O,TX7503 FRISCO, TX 75034-8641 618-4570 TEL (214) FAX 739 0095 TBPE FIRM #F-312 DRAWN: PTS DATE. 9/3L/20217 DESIGNEDDS DATE' 9/30/2021 CHECKED: AK DATE: 913012021 1 SCALE: CONTRACT No. 35192 SHEET 104 OF 486 1 PAVE-4017- 214 02113120241tem G. I f I 00 a. �0 O y- MZ�� o- Ls m m TEXAS NATIONAL GUARD ARMORY B fl it If I I r I i of W r...J 'I .................. ..- I ... . EEMgN 9- 613Q5 "f� AD�--- , _ - I L 1-,I ra <v T�p, 0 E ENTy/T-.......I I ST. E KC R I V) I,I'I ICI a La INI INI j -� INI INI IH�.I � a Iwl Iwl Iwl z - � I' -I ICI J-L I I cNi ICI Iwl x I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I-t- J-I j I I I I KCS R.O.W. R=120' 1'. TYP. -- - -- R=25' - PROP. ROW - -- - -- - --�--� 3 R=25' v NOTE: PARK BLVD PAVING LINES �, 4 2.2% NOT SHOWN FOR CLARITY Q SEE SHEET GRAD-25 ' FOR ADDITIONAL INFO. I I N.T.M.W.D. I 1 R=50' 0 M\N' 13, I / --IJ POINT STA O/S RT/LT DESCRIPTION ELEV 1 289+85.57 19.00 RT CONN. TO EX. 2 289+85.57 41.00 RT CONN. TO EX. 3 290+52.57 59.03 RT PCC 533.40 4 1 290+65.02 85.00 RT PRC 532.92 5 290+92.30 137.12 RT PRC 532.74 6 291+21.96 187.12 RT CONN. TO EX. 532.99 7 291+42.44 188.881 RT ICONN. TO EX. 533.33 8 291+62.97 190.39 RT CONN. TO EX. 532.81 9 291+69.51 112.39 RT I PC 533.48 10 290+93.27 47.77 1 RT I PRC 532.61 11 290+75.10 44.40 RT PRC 533.07 * SEE NOTE 5 yPVI STA 15+00.00 ELEV = 539.36 ~� ex = 1.00' :I K = 50 z 200.00' VC C) n I <--------------- (� ...... ........................ ...................... 1.28 :... ...------------------------------------------------------- -------------------------------------------- ----------------------- x.. -----------------------------'-----------------------------'------------------------. ------------------.-------------------------------------------- -------------------------- Cn� mo 00 vo W0 o' 0 n 0 M 00 cc Ln (� ... D ....................................5............................................................_.......................... ....................... ....................... ....................... ....................... c ...........................^ .................. ................... - N w� cL w a w> (( v) 4 W O a LL 287+00 288+00 289+00 290+00 `\ 5 R=50' - MATCH EX.CROSS SLOP SfE SO C (. SPRING CREEK PROFILE )P OF CURB; AWA-WINKLE MAN 1987) / 50, 1 N 'EX. IS' SD I o Z 4 9 r Q: rX Z /Lu . I FF �I 8 EX. GROUND AT 16' CL PARK BL 291+00 I I I .. � 0 10 20 30 40 ,..' HORIZONTAL SCALE IN FEET 0 2.5 5 7.5 10 t 2 VERTICAL SCALE IN FEET PROPOSED CURB/SIDEWALK ..................•••• EXISTING TOPOGRAPHY PROPOSED CONCRETE RIPRAP PROPOSED STONE RIPRAP PROPOSED REINFORCED CONCRETE PAVEMENT PROPOSED MEDIAN PAVING STONE ® 5" HMAC TYPE D ON 9" FLEX BASE PROPOSED STORM DRAIN/INLET EXISTING TRAFFIC LANE 4*11111111111111111 PROPOSED TRAFFIC LANE <,`= FUTURE TRAFFIC LANE --- SAWCUT/ PAVEMENT REMOVAL LIMIT o--e--o--r� PROP. GUARD RAIL PROP. RETAINING WALL -X X- PROP. FENCE NOTES: 1. ALL DIMENSIONS AND STATION/OFFSETS ARE TO FACE OF CURB OR FACE OF RAIL UNLESS NOTED OTHERWISE. 2.PROPOSED PEDESTRIAN RAMPS SHALL BE TXDOT TY 7 UNLESS OTHERWISE NOTED. 3. REFER TO TYPICAL SECTIONS FOR ADDITIONAL INFORMATION. 4. CONTRACTOR SHALL OMIT SUBGRADE REPLACEMENT AND/OR MOISTURE TREATMENT AT UTILITY CROSSING LOCATIONS AS DIRECTED BY THE ENGNIEER. S. CONTRACTOR SHALL MATCH EXISTING PAVEMENT ELEVATIONS & CROSS SLOPES AT CONNECTIONS TO EXISTING PAVEMENT. 6. ALL CONTROL POINT ELEVATIONS ARE TOP OF PAVEMENT UNLESS NOTED OTHERWISE. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 540 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" 53.5 PARK BOULEVARD EXTENSION coLL- col- .530.. 4F, SPRING CREEK/CENTENNIAL DR 52.5 PAVING PLAN/PROFILE STA 287+00 TO END momMEN SUITE 800 ■■■ HALFF FRIS O,TX7503 -8641BLVD FRISCO, TX 75034-8641 TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: PTS DATE. 9/30/2021 DESIGNEDDS DATE' 9/30/2021 CHECKED: AK DATE: 9/30/2021 SCALE: CONTRACT No. 35192 SHEET 105 OF 488 PAVE-41 I - - - - - - - PAVE47-35192.dg, - - - - - - - &18I2022 30 - - - - - - - - - 215 I 0211312024 Item G. q'-3„ BPI LL I U W Z LIJ Y Q U I rrFAB Ln Z � "' L I z m o a = U a z o I 00 w 1 f TY C221 RAIL I N RAISED SIDEWALK SEE CLF-RO TXDOT STANDARD FOR INSTALLATION BRIDGE DECK THE CONTRACTOR SHALL INSTALL CURVED FENCE ON THE OUTERMOST EDGES OF THE PARK BLVD. BRIDGE (WHERE SIDEWALKS ARE PRESENT) FOR THE FOLLOWING LIMITS - NB: C.L. PARK STA 281+10 TO 282+65 C.L. PARK STA 287+60 TO 289+10 SBa C.L. PARK STA 280+85 TO 282+40 C.L. PARK STA 287+55 TO 288+95 BRIDGE CURVED CHAIN LINK FENCE DETAIL SCALE:NOT TO SCALE GALVANIZED STEEL POSTS, TYP. WOVEN WIRE FENCE 2" NOM. DIA. ASTM F1083, POST CAPS, TYP. SCHEDULE 40, (3.65 LB/FT) 10' C-C, TYP, SEE WF(2)-10 TYPE D FOR 4' ADDITIONAL INFORMATION 3, 1.5' 5" CONCRETE RIPRAP (WITH TOE WALL), j SEE SHEET RTWL-16 FOR ADDITIONAL INFORMATION TYPE 'E' FENCE DETAIL SCALE:NOT TO SCALE The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #F-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION call— coLL- MISC. FENCE DETAILS momMEN BLVD, SUITE 800 ■■■ HALFF FRIS O,TX7503 FRISCO, TX 75034-8641 618-4570 TEL (214) FAX 739 0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNED'!. AK DATE9/30/2021 CHECKED: AK DATE: 9/30/2021 SCALE: CONTRACT No. 35192 SHEET 112 OF 488 1 PAVD-02F— 0211312024 Item G. I I RR WEST ALLIANCE JUNCTION TO DALLAS, TX -- KCS RR C.L. PARK STA 280+08.00 BEGIN BRIDGE C.L. PARK BL SWITCHING LEAD STA 4100+29 =C.L. PARK STA 282+02.88--,, FUTURE N-1 AZ� SWITCHING LEAD PROJECTED POINT C.L. SWITCHING LEAD KCS RR FUTURE N-2 SWITCHING LEAD STA 4090+29 -- -------------------------------------------------------- ---- 1— SURVEY POINT PROPERTY LINE / SWITCHING LEAD J STA 4097+75.13 BRIDGE BENT °3 W/ 12' CRASH WALL \ TEXAS NATIONAL GUARD ARMORY BO KCS RR 570 560 550 540 530 520 510 500 4090+00 4095+00 4100+00 KCSR MAINLINE TRACK: MP RR STA LAT LONG I NORTHING EASTING ELEV 200 14075+811 33.025631 1 -96.518959 17062875.096 2576000.302 543.99 199 14128+611 33.028252 1 -96.5021 17063926.484 2581148.920 521.25 THIS INFORMATION PROVIDED BY KCSR TO HALFF ASSOCIATES ON JAN. 15, 2020 1 BRIDGE BENT °2 \ W/12' CRASH WALL \ KCS RR � PRRjYi �, KCS RR 1 V o lao 80 120 16 HORIZONTAL SCALE IN FEET I RR EAST 4110+00 TO SHREVEPORT, LA PROJECTED POINT _ - �A SWITCHING LEAD 1 �` ------------ PR — OPERTY_LINE_ STA 4110 29 T1 \v SURVEY POINT \ m SWITCHING LEAD y\v STA 4103+75.13 \ ARop 1� �003 KCS RR \ '\ N / SWITCHING LEAD 4105+00 570 560 550 540 530 520 510 500 4110+00 PARK BOULEVARD EXTENSION 4 F""\ call — The seal apppearing on this document was authorized by Donald Adam Kane, PE sealed on meet wit Alteration RAILROAD PROFILE of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Finn #F-312 SWITCHING LEAD "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" ■■ HALFF FRIS O,TX7503 -8641BLVDSUITE 800 FRISCO, TX 75034-8641 TEL (214) 618-4570 NomomNo FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: DATE. DESIGNED: DATE: CHECKED: DATE. SCALE: CONTRACT No. SHEET 115 OF 488 RRPF-07 RRPF-0135192.cip WS12022 3:0 217 -� C.L. PARK BLVD. q��lgNC TEXAS NATIONAL O I11 GUARD ARMORY BO BRIDGE BENT°8B 0 NO CRASH WALL I \ ' KCS RR WEST TO 1) Jtj/v AII O DCROSSINGSIGNAL \ v�. Tje _-\ C.L. KCSR MAINLINE NLINE TA KCSR MAIS4 r' EX. AT -GRADE RAILROAD -� 409S+0 �- TRACK CROSSINGS Z I _ SURVEY POINT I PROJECTED POINT Z-_-- '�. KCSR MAINLINE STA 4101+18.83 KCSR MAINLINE STA 4092+24 Wq rf R \ ql 0_0+0 EASEMEN? - - _ N.T.M.W.D. POINT KCSR OF SWITCH MAINLINE STA 4099+70 \ RAILROAD ELECTRIC BUILDING KCSR MAINLINE STA 4101+55, 29' RT �0.W '__, BRIDGE BENT°9 I ' NO CRASH WALL ' \CENT (ON SIB SIDE) I I Q � _ Ex. R w: KCS RR i� KCS MILEPOST T199.50 n �Im GREENVILLE SUBDIVISION A ` 0 Nm KCSR MAINLINE STA 4102+24 =C.L.PARK STA 288+34.78 71 cC BRIDGE BENT°8A 1 < ) W I I W/12' CRASH WALL rn RAILROAD CROSSING SIGNAL 1 � O I I KCSR MAINLINE STA 4102+95, 72' LT I POINT OF SWITCH - FUTURE S-1 KCSR MAINLINE STA 4107+70 I 0211312024 Item G. o ao ao 120 160 HORIZONTAL SCALE IN FEET KCSR MAINLINE TRACK: MP RR STA I LAT I LONG NORTHING EASTING ELEV 20 4075+811 33.025631 1 -96.518959 7062875.096 2576000.302 543.99 1 4128+611 33.028252 1 -96.5021 17063926.484 258114A090 521.25 THIS INFORMATION PROVIDED BY KCSR TO HALFF ASSOCIATES ON JAN. 15, 2020 EX. 30" RCP INTERMODAL LEAD CULVERT RAILROAD CROSSING SIGNAL �- KCSR MAINLINE STA 4102+15, 16' RT /OS+ SURVEY POINT KCSR MAINLINE STA 4103+04.55 -4-- KCSR MAINLINE ' IFUTUR KCS RR n, o \ �-_4 FUTURE S-2 II �� Ek; 5p RAILROO D-GLOSSING SIGNAL 41jO+ODT SNRF�FgST PROJECTED POINT ' I lam E4SEM LATER KCMALLIN� 5 4103+90, 19' RT FPS KCSR MAINLINE STA 4112+24 mM E \ RAILROAD ZED IC BUILDING \�/ ' Imv BRIDGE BENT°9, \`>�� KCSR MAINLINE/STA 4102+66, 32' RT - ON2NBRASH SDE)W/ALL KCS MILEPOST T199.50 ................................................................................. ____ .............................. ............................... ........................................... GRE€NVILLE...SUBDIVISION .............. KCSR MAINLINE STA 4102+24 =C.L. PARK STA 288+34.78 ..................................................... MINIMUM CLEARANCE 25 3'' ...................................... (.12,.RT._ FROM .._TRACK i .L'.) ... ........................I ... 580 ..........................................................t................ +oLID .................................. I ......... ........ ....... 570 1.1 :.... °° • • ............Do ........... ........N W r ... +�+�+n ZoGo ... ................. ......... .. Z s moo... .. +L� 560 �N�w o v Y N EX. GROUND AT C.L• TOP...OF •RAIL. Q ? Q.� Q c3 ^.in o - N M z 550 aw�1nUN�Nw... b.? I W °..Y iH-,_ax ............................ ......... 1/1W F........ ... ... ..................... .................. ............ ..W 7—w ......._ J ....�.. I Ld ......... ......... ......... ....q v=i.... 540 oa (-)0.21'/. +/- W w ............................... .... .......i................ ................... ( )O 1 ................... ....................... ........................ ........................ ....................... ......... .............................. .... ...... 520 ....................................................................................................................................................................... ........................ ....................... ....................... ........................ ............................................................. ....................... ........ ........................ ....................... 5.�.0 :I— l9 :In I'7 N O 01 c) :In CID M v) 01 ,. ......................... ........................................ M.................... .;...... , ar...._... _...... , Q ................. , � .... O _ .......... ar ......_... _ .................,.,d. ........ ..�...... :.�..... ..... . � ....... ...:. .......................... In ......... : � . N �. .... �.........._ y..ry... ....... 500 0 o C' G � C' C DO DC co ti : u; r'�) : �; Q N N : 4090+00 Lll ........................._......................... in L(1 Ln � L(1 itl :f1 L(1 l(1 of in . ......._................................... 4095+00 4100+00 4105+00 L() Lrl L{I � 4110+00 1f1 itl Ifl Ltl ................................. KCSR MAINLINE The seal apppearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Finn #F-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" 580 570 560 550 540 530 520 510 500 I I PARK BOULEVARD EXTENSION call — RAILROAD PROFILE KCSR MAINLINE j 3803 PARKWOOD BLVD, SUITE 800 mom HALFF FRISCO,TX750348641 TEL (214) 618-4570 mom N� FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: DATE: DESIGNED: DATE: CHECKED: DATE: SCALE: CONTRACT No. SHEET 116 OF 488 1 RRPF-02 RRPF-0235192.tlgn 3I18I2022 3:0 218 0211312024 Item G. 0 10 20 30 40 HORIZONTAL SCALE IN FEET i Fr,FNin —510— MAJOR CONTOUR LINE —510— MINOR CONTOUR LINE --510-- EXISTING MAJOR CONTOUR LINE --510-- EXISTING MINOR CONTOUR LINE PROPOSED RETAINING WALL PROPOSED CURB/SIDEWALK ---- SAWCUT/PAVEMENT REMOVAL LIMIT NOTES: 1. REFER TO PAVING PLAN AND PROFILE SHEETS FOR HORIZONTAL AND VERTICAL ALIGNMENT INFORMATION INCLUDING ROADWAY DIMENSIONS, SPOT ELEVATIONS AND CROSS SLOPES. 2.REFER TO CULVERT LAYOUT SHEETS FOR CULVERT HEADWALL AND OUTFALL CHANNEL GRADING DETAILS. 3. REFER TO BARRIER FREE RAMP DETAILS FOR RAMP GRADING REOUIREMENTS AND SLOPE LIMITATIONS. ADJUST TYPICAL GRADING CONTOURS SHOWN AS APPROVED BY ENGINEER. C.L. PROP. BENT 2 EX. GRADE C.L. BENT PROP. CRASH WALL DITCH 12.2 C.L. EX. R&D-2 TRACK 7 ' \ / J— PROP.GRADE �KCS ACCESS ROAD PROP. 5' CONCRETE SECTION A -A CONC. RIP RAP RIP RAP TOE WALL TOTAL 0100=27.6 CFS NORMAL DEPTH=0.72' V=2.08 FPS (N=0.040, S=0.0057 FT/FT) The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #F-312 �#Y APPROVAL ONLY CONSTRUCTION" EVARD EXTENSION GRADING PLAN STA 276+25 TO STA 281 +50 SUITE 800 ■■mom ■ HALFF FRIS O,TX7503 -8641BLVD FRISCO, TX 75034-8641 MEN 618-4570 TEL (214) FAX 739 0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNED: AK DATE: 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: 1 „-40, CONTRACT No. 35192 SHEET 123 OF 486 1 GRAD-1 617- 219 0211312024 Item G. 0 10 20 30 L HORIZONTAL SCALE IN FEET i Fr,PNin —510— MAJOR CONTOUR LINE 510 MINOR CONTOUR LINE --510-- EXISTING MAJOR CONTOUR LINE --510-- EXISTING MINOR CONTOUR LINE PROPOSED RETAINING WALL PROPOSED CURB/SIDEWALK ---- SAWCUT/PAVEMENT REMOVAL LIMIT NOTES: 1. REFER TO PAVING PLAN AND PROFILE SHEETS FOR HORIZONTAL AND VERTICAL ALIGNMENT INFORMATION INCLUDING ROADWAY DIMENSIONS, SPOT ELEVATIONS AND CROSS SLOPES. 2.REFER TO CULVERT LAYOUT SHEETS FOR CULVERT HEADWALL AND OUTFALL CHANNEL GRADING DETAILS. E$ TO BtIRR�ER FF� TAILS FOR RA PR B�fp21,AJu[3f EM EMENTS AND SLOP LIMITATIONS. PROP. CRASH l�P40T PICCONTOU LNG RADA S OWN AS lG PROP. GRADE C.L. EX. I 2.251 SWITCHING LEAD TRACK CONC. RIP RAP KCS ACCESS TOE WALL ROAD SECTION B-B PROP. 5' CONCRETE CONC. RIP RAP RIP RAP TOE WALL TOTAL 0100=26.8 CFS NORMAL DEPTH=0.80' V=1.87 FPS (N=0.040,S=0.004 FT/FT) The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION GRADING PLAN STA 281 +50 TO STA 285+50 SUITE 800 ■■mom ■ HALFF FRIS O,TX7503 -8641BLVD FRISCO, TX 75034-8641 MEN 618-4570 TEL (214) FAX 739 0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDAK DATE' 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: CONTRACT No. 35192 SHEET 124 OF 488 1 GRAD-1 717- 220 I 02/13/2024 Item G. 0 10 20 30 HORIZONTAL SCALE IN FEET LEGEND —510— MAJOR CONTOUR LINE 510 MINOR CONTOUR LINE --510-- EXISTING MAJOR CONTOUR LINE --510-- EXISTING MINOR CONTOUR LINE PROPOSED RETAINING WALL PROPOSED CURB/SIDEWALK ---- SAWCUT/PAVEMENT REMOVAL LIMIT NOTES: 1. REFER TO PAVING PLAN AND PROFILE SHEETS FOR HORIZONTAL AND VERTICAL ALIGNMENT INFORMATION INCLUDING ROADWAY DIMENSIONS, SPOT ELEVATIONS AND CROSS SLOPES. 2.REFER TO CULVERT LAYOUT SHEETS FOR CULVERT HEADWALL AND OUTFALL CHANNEL GRADING DETAILS. 3. REFER TO BARRIER FREE RAMP DETAILS FOR RAMP GRADING REQUIREMENTS AND SLOPE LIMITATIONS. ADJUST TYPICAL GRADING CONTOURS SHOWN AS APPROVED BY ENGINEER. The seal appearing on this document was authorized by Donald Adam Kane, ��DONALD MADAM �KANE / PE#107449 on 03-18-22. Alteration / / of a sealed document without proper 107449 Q- notification to the responsible engineer 1s an offense under the Texas Engineering �g� FS NSEO 6 Practice Act. TBPELS Engineering Firm #17-312 IJ111, e "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION col— coLL I GRADING PLAN STA 285+50 TO STA 294+50 I mom 3803 PARKWOOD BLVD, SUITE 800 mI m HALFF FRISCO,TX750348641 TEL (214) 618-4570 mom FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNED' AK DATE' 9/30/2021 CHECKED: AK DATE: 9I3012021 SCALE: CONTRACT No. 35192 SHEET 125 OF 488 GRAD-18 GRAD-1835192.cip 3/18/2022 3:0 221 1 0211312024 Item G. I I 1n -3 KCS RR ii JJ ��jj 0 10 20 30 L z HORIZONTAL SCALE IN FEET I r/lr—A Ir, O O z�Q NOTE: NO GRADING THIS SECTION C.L. PARK BLVD ... 00 3 �301+00 302+00 303+00 �t 1-4 i%�� w PARK BLVD ----------- ------ ------...-----... _._.-------- -----------n. EX. R.O.W. WAL-MART REAL EST BUSINESS TR —510— MAJOR CONTOUR LINE 510 MINOR CONTOUR LINE --510-- EXISTING MAJOR CONTOUR LINE --510-- EXISTING MINOR CONTOUR LINE PROPOSED RETAINING WALL PROPOSED CURB/SIDEWALK ---- SAWCUT/PAVEMENT REMOVAL LIMIT NOTES: 1. REFER TO PAVING PLAN AND PROFILE SHEETS FOR HORIZONTAL AND VERTICAL ALIGNMENT INFORMATION INCLUDING ROADWAY DIMENSIONS, SPOT ELEVATIONS AND CROSS SLOPES. 2.REFER TO CULVERT LAYOUT SHEETS FOR CULVERT HEADWALL AND OUTFALL CHANNEL GRADING DETAILS. 3. REFER TO BARRIER FREE RAMP DETAILS FOR RAMP GRADING REQUIREMENTS AND SLOPE LIMITATIONS. ADJUST TYPICAL GRADING CONTOURS SHOWN AS APPROVED BY ENGINEER. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION col— coLL- GRADING PLAN STA 294+50 TO END momMEN SUITE 800 ■■■ HALFF FRIS O,TX7503 -8641BLVD FRISCO, TX 75034-8641 TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDAK DATE' 9/30/2021 CHECKED: AK DATE: 9I3012021 SCALE: CONTRACT No. 35192 SHEET 126 OF 488 GRAD-19 GRAD-19-35192.dg, 3/18/2022 3:0 222 I I 02113120241tem G. I I I 0 10 20 30 40 I HORIZONTAL SCALE IN FEET 0 2.5 5 7.5 10 I VERTICAL SCALE IN FEET -510- MAJOR CONTOUR LINE -510- MINOR CONTOUR LINE --510-- EXISTING MAJOR CONTOUR LINE --510-- EXISTING MINOR CONTOUR LINE PROPOSED RETAINING WALL PROPOSED CURB/SIDEWALK ---- SAWCUT/PAVEMENT REMOVAL LIMIT NOTES: 1. REFER TO PAVING PLAN AND PROFILE SHEETS FOR HORIZONTAL AND VERTICAL ALIGNMENT INFORMATION INCLUDING ROADWAY DIMENSIONS. SPOT ELEVATIONS AND CROSS SLOPES. 2.REFER TO CULVERT LAYOUT SHEETS FOR CULVERT HEADWALL AND OUTFALL CHANNEL GRADING DETAILS. 3. REFER TO BARRIER FREE RAMP DETAILS FOR RAMP GRADING REQUIREMENTS AND SLOPE LIMITATIONS. ADJUST TYPICAL GRADING CONTOURS SHOWN AS APPROVED BY ENGINEER. The seal appearing on this document was authorized by Donald Adam Kane, ONALD MADAM �KANE / PE#107449 on 03-18-22. Alteration / / of a sealed document without proper 107449 Q- notification to the responsible engineer 1s an offense under the Texas Engineering NSE� 6 Practice Act. TBPELS Engineering Firm #17-312 IJ111, 0 "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION coLL col — I I I I I I GRADING PLAN SPRING CREEK PKWY I I mom3803 PARKWOOD BLVD, SUITE 800 ■■■ HALFF FRISCO, TX 75034-8641 TEL (214) 618-4570 mom FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDAK DATE' 9/30/2021 CHECKED: AK DATE: 9I3012021 SCALE: CONTRACT No. 35192 I SHEET 132 OF 488 GRAD-25 GRAD-2535192.cip 311.12022 3:0 r223] I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0211312024 Item G. I I OA ................ .............E- ���� W. 225y0�-J----------4----- - a w PARK BLVD ? "; RETAINING WALL 2 (RW2) i �. '. A . . ................. z 5 0 RETAINING ...., WALL 1 (RNi1„j`" 220 i' 2 `'••,,,,,,,,,,,,,,,,,,,,,,,,,• RTWL-15 RETAINING WALL 5 (RW5) RTWL-14 -N..:.........................x RTWL 13 w ^ ................................................... ...................................... Z w ..................... .....24.0+fl - - --- - ---... - Ma W ? PARK BLVD U Z G WALL 4 (RW4l rR RTWL 11 RETAINING WALL 3 (RW3)RTWL-07 RTWL-08 RETAINING WALL 7 (RW7) RETAINING WALL GENERAL NOTES 1. ALL RETAINING WALLS ARE PROPOSED TO BE MECHANICALLY STABILIZED EARTH (MSE) RETAINING WALLS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH TXDOT SPECIFICATION ITEM 423. 2. BACKFILL FOR MSE RETAINING WALLS SHALL BE SELECT MATERIAL MEETING THE SPECIFICATIONS IN TABLES A, B AND C. SEE WALL DETAILS ON RW(MSE)DD (MOD) STANDARD DETAIL FOR LIMITS OF RETAINED ZONE MATERIAL. 3. BACKFILL PARTICLES LARGER THAN 1/4"INCH SHALL BE ANGULAR OR CRUSHED. ROUNDED ROCK OR GRAVEL WILL NOT BE ALLOWED. 4. CEMENT STABILIZED BACKFILL WILL NOT BE PERMITTED, EXCEPT AS SHOWN ON PLANS. 5. PRIOR TO PLACEMENT OF RETAINING WALL SELECT BACKFILL, THE CONTRACTOR SHALL COMPACT THE FOUNDATION SOIL BELOW THE LIMITS OF THE RETAINING WALL SELECT BACKFILL IN ACCORDANCE WITH ITEM 423. CONTRACTOR SHALL PERFORM PROOF ROLLING OF FOUNDATION SOIL BELOW THE LIMITS OF THE WALL SELECT BACKFILL IN ACCORDANCE WITH ITEM 216, 'PROOF ROLLING." PROOF ROLLING SHALL BE PAID FOR AT THE UNIT PRICE BID PER HOUR PER ITEM 216. REMOVE AND REPLACE ANY UNSTABLE, NONUNIFORM OR UNSUITABLE FOUNDATION SOIL IDENTIFIED THROUGH PROOF ROLLING. IMPORTED REPLACEMENT FOUNDATION SOIL SHALL BE CLEAN SOILS CLASSIFIED AS CL, CH, SM, SC, SP, SP-SM, OR GC THAT ARE FREE OF DEBRIS, RUBBLE, ORGANICS OR DELETERIOUS MATERIALS AND SHOULD HAVE A PLASTICITY INDEX EQUAL OR LESS THAN 30. REMOVAL AND REPLACEMENT OF UNSTABLE, NONUNIFORM OR UNSUITABLE FOUNDATION SOIL SHALL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED SUBSIDIARY TO ITEM 423. THE MATERIALS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY (MOD) DETERMINED IN ACCORDANCE WITH TEX-114-E. THE MOISTURE CONTENT OF THE COMPACTED FILL SHOULD BE IN THE RANGE OF THE OPTIMUM MOISTURE CONTENT (OMC) TO THREE PERCENT ABOVE THE OMC (+0% TO +3%)AS DETERMINED BY TEX-114-E. RTWL-19 L RTWL-17 RETAINING WALL 6 (RW6) 6. GRADES SHOULD BE SLOPED AWAY FROM THE FOUNDATION SO AS TO PROVIDE POSITIVE DRAINAGE AT BOTTOM OF WALL. FOR SOME SECTIONS OF RETAINING WALLS THIS MAY REQUIRE FILL UP TO 0.5' AT THE BASE OF THE WALL. SEE RETAINING WALL TYPCIAL SECTIONS ON RETAINING WALL SHEETS AND GRADING PLANS FOR APPLICABLE SECTIONS. 7. MECHANICALLY STABILIZED EARTH (MSE) WALL SHALL BE DESIGNED BY CONTRACTOR AND SIGNED/SEALED DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT CALCULATIONS FOR BEARING, SLIDING, OVERTURNING AND ECENTRICITY BASED ON THE ACTUAL MATERIALS USED IN THE WALL AND USING RECOMMENDED PROPERTIES FOR EXISTING SOILS AS LISTED IN THE PROJECT REPORT NO. 03421687 PREPARED BY PROFESSIONAL SERVICES INDUSTRIES, INC. DATED DEC. 05. 2019. 8. BOTTOM OF WALL (TOP OF LEVELING PAD) AND WALL PAY LIMITS SHALL BE AS SHOWN IN WALL ELEVATION DRAWINGS AND IN NO CASE LESS THAN 2'-0" MINIMUM BELOW FINISHED GRADE (2' EMBEDMENT). 9. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY THE PRESENCE, LOCATION AND DEPTH OF ALL UTILITIES IN THE VICINITY OF WALLS PRIOR TO SUBMITTING SHOP DRAWING DESIGNS. 10. CONTRACTOR SHALL NOT CLEAR ANY 6" DIAMETER OR GREATER TREES WITHIN TEMPORARY ACCESS EASEMENT LIMITS ON USACE PROPERTY. THIS AREA IS NOT INTENDED FOR EQUIPMENT ACCESS. CONTRACTOR MAY PRUNE CONFLICTING BRANCHES AND REMOVE TREES ALONG R.O.W. LINE AS APPROVED BY THE ENGINEER. 11. ALL WALL PANELS SHALL BE CONSTRUCTED WITH FRACTURED FIN FORM LINER TO BE APPROVED BY THE ENGINEER. NOT LESS THAN 1/2 INCH RELIEF. i i TABLE A MSE WALL MATERIALS FOR RETAINING WALLS RW1 AND RW2 (FOR WALLS SUBJECT TO INUNDATION) 0 50 100 150 200 HORIZONTAL SCALE IN FEET LEGEND RTWL-XX RETAINING WALL SHEET BOREHOLES LOCATION ID STATION OFFSET NORTHING EASTING ELEVATION B-1 237+12.46 32.53' LT 7065528.09 2574317.86 509.75 B-2 240+36.22 21.09' LT 7065532.19 2574641.80 509.37 B-3 243+47.76 8.68' LT 7065534.74 2574953.58 509.47 B-4 239+18.91 7.85' LT 7065513.34 2574525.26 509.29 B-5 242+48.36 2.18' RT 7065519.12 2574854.82 509.53 B-6 1 220+26.12 2.85' LT 17065236.67 2572685.21 516.39 B-7 222+41.35 53.61'RT 7065292.76 2572900.54 520.65 W-1 218+95.59 32.48' RT 7065146.90 2572581.97 536.20 W-3 223+46.88 36.93' LT 7065423.13 2572950.78 516.05 W-4 235+51.66 48.94' LT 7065536.76 2574156.47 512.61 W-6 244+91.43 24.71' LT 7065554.47 2575097.25 507.23 W-9 242+29.78 40.01'RT 7065480.44 2574838.07 503.62 W-10 246+96.63 33.49' RT 7065500.13 2575303.66 514.65 W-13 294+94.50 46.62' LTI 7062792.55 2578776.10 1 531.04 W-14 296+99.41 17.34' RT 7062587.48 2578709.47 529.66 B-4B 289+67.07 14.50' RT 1 7063302.72 12578619.27 1 536.30 B-5B 292+36.59 38.43' RT 1 7063041.60 12578667.141 531.59 MATERIAL TYPE FILL FRICTION ANGLE COHESION LOCATION (DEGREES) (pSF) TXDOT ITEM 423 TYPE RETAINED OR 34 0 AS, BS OR DS REINFORCED ZONE TXDOT ITEM 132 TYPE C RETAINED ZONE ONLY 30 0 TABLE B MSE WALL MATERIALS FOR RETAINING WALLS RW3, RW4 AND RW5 (FOR WALLS SUBJECT TO INUNDATION) MATERIAL TYPE FILL FRICTION ANGLE COHESI ON LOCATION (DEGREES) (HEST TXDOT ITEM 423 TYPE RETAINED OR 34 0 DS REINFORCED ZONE TXDOT ITEM 132 TYPE C RETAINED ZONE ONLY 30 0 TABLE C MSE WALL MATERIALS FOR RETAINING WALLS RW6, AND RW7 (FOR WALLS NOT SUBJECT TO INUNDATION) FRICTION MATERIAL TYPE FILL ANGLE COHESION LOCATION (DEGREES) (pSF) TXDOT ITEM 423 TYPE RETAINED OR 34 0 AS OR BS REINFORCED ZONE TXDOT ITEM 132 TYPE C RETAINED ZONE ONLY 30 0 NOTE: I.INFORMATION IN TABLES A, B AND C HAS BEEN PROVIDED BY PROFESSIONAL SERVICES INDUSTRIES, INC. PROJECT NO. 03421687, DECEMBER 05, 2019, TO PROVIDE SOIL STRENGTH PARAMETERS FOR THE DESIGN OF THE SPECIFIED WALLS. THIS INFORMATION IS BASED ON BORING INFORMATION AVAILABLE AT THE TIME OF PLAN PRODUCTION. BORING INFORMATION HAS BEEN SHOWN ON THIS SHEET AND SHEETS BORE-01 TO BORE-04. 2.IN ADDITION TO HORIZONTAL FILTER FABRIC REQUIREMENTS IN ITEM 423, PLACE VERTICAL FILTER FABRIC BETWEEN REINFORCED ZONE AND RETAINED ZONE WHEN DS AND C BACKFILLS ARE USED. 3. RETAINED SOIL WILL BE PAID FOR AS EMBANKMENT TYPE B IN ACCORDANCE WITH STD RW (EM). ALL COSTS FOR IMPROVEMENT OF SOIL IN RETAINED ZONE ARE SUBSIDIARY TO RETAINING WALL. NOTE: FOR BOREHOLES B1-B7, WI-W14 & B4B-B5B: BOREHOLE DATA PROVIDED BY PROFESSIONAL SERVICES INDUSTRIES, INC. PROJECT NO. 03421687. DECEMBER 17, 2020. The seal a earin on this document was B authorize y Dennis D. Satre, / PE#71590 on 03-18-22. Alteration of a DENNIS �D SATRE W eddocument without proper notification Y"�"7159"" '. [o the resjponsible engineer is an offense L ,4i _ r-13jel-Tie7las Engineering, Practice Act. "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION RETAINING WALLS LOCATION MAP/GENERAL NOTES mommom SUITE 800 ■■■ HALFF FRIS O,TX7503 -8641BLVD FRISCO, TX 75034-8641 TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDAK DATE' 9/30/2021 CHECKED: AK DATE: 9I30/2021 SCALE: 1 „=200, CONTRACT NO. 35192 SHEET 133 OF 488 RTWL-01 RTWL-01.35192.dp 3/18/2022 3:0 nn f! ii PGL J ,�✓3 X'�'} PGL EL = 550.98' BEGIN BRIDiG�E FACE OF ABUT I BKWL STA 280+08.00 EL = 551.26' 280 � CL-PARK �� MBGF SEJ-M (4") APPROACH SLAB - PGL� PGL EL = BS-EJCP MBGF �1 MINIMUM VERTICAL CLEARANCES PROVIDED ARE TAKEN AT THE POINT WHERE THE EXTERIOR BEAM IS CLOSEST TO THE ADJACENT FUTURE TRACK CLEARANCE ENVELOPE (12'PERPENDICULAR OFFSET TO RR C.L.). �2 FUTURE TRACKS ARE ASSUMED TO HAVE SAME TOP OF RAIL ELEVATIONS AS ADJACENT EXISTING TRACK ELEVATION. �3 CRASH WALLS SHALL EXTEND 12'ABOVE ADJACENT TOP OF RAIL ELEVATION. ® SEE BRIDGE CRASH WALL MISC DETAILS FOR TSS DETAILS. 625 ............. ...................................... ..••••• BEGIN BRIDGE RAIL FOR PAYMENT 605 585 ............................................................................................. 565 BEGIN BRIDGE ............. :.......................................... FACE OF ................:... ABUT I BKWL STA 280+08.00 PGL EL = 550.98' 545 MBGF ' 525 7s PROP ROADWAY FUTURE N-]mil 1 / EASEMENT \ PROP ROADWAY CROSSING EASEMENT c� / NOM FACE OF/ TY C221 RAIL STAMPED CONCRETE l n) WITH CLF-RO _ _ yNV (TYP), SEE CIVILDRAWINGS FOR GDR ] -� -o-/ DETAILS/ / // 74?' 7 FACE OF CURB SPAN I 15°19'06" l - --SKEWS - /aGDR 4 TSS 00 ° N43°55'26"W a 281+ -en,+ GDR 1. 15'19'06" e - e t/ BENT 2 SKEW STA 281+( /> FACE OF CURB ><� e / CRASH WALL 20'-0" 7 GDR 4 / - POINT OF MIN BAS-C �ERT CLR - NOM FACE OF - - TY C221 RAIL / / WITH CLF-RO ti TEST HOLE NO. B-IBI l AL_ CL-PARK STA 280+09.02,36.43'(RT) PROP TEMP CONSTEASEMENT ---- PLAN VERTICAL CURVE DATA CURVE P CL-PARK-26: 505 +0.70% +6.00% ..........:................... .................. ..... 2 - 18" 0 VPI = 278+10.00 DS x 66' ELEV = 539.09' ex = -2.78' 485.....: K,.... = 79.:...................................:..................:..... L = 420.00' 279+00 20' FUTURE N-2 KCR / I GDR �? 4 GDR I - - -EJCP 0 a I SPAN 2 / / SPAN�3 15°19106" l l N l �GDR6 / / fLGDR4'. 282 0 4 TSS / L - STA 282+ 02.88 4 GDR 11 GDR 11. _ SWITCHG L STA 410IN0+29EAD - - a BENT S e a LU Z / o -1 / / ' e STA 282+38.00 / I N SPAN 2 /SEJ-M (4") l a. s SPAN 3/ ' CRASH WALL 11 _85-EJCP O GDR 6 /�--�f fL GDR 4 / o RIP v T -)I-�ROSSINGDWAY EASEMENT / *CLEARANCE FROM OF TRACK TO EDGE OF BENT CAP ji l ** CLEARANCE FROM � OF TRACK TO FACE OF CRASH WALL O1 OVER SPANS 2 AND 8. O2 INCLUDES CURVED CHAIN LINK FENCE OVER SPANS 2 AND 8, 0211312024 Item G. 0 20 GENERAL NOTES: SCALE IN FEET 1. PARK BLVD BRIDGE DESIGNED PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, STH EDITION (2017) WITH INTERIMS. 2. BRIDGE SUBSTRUCTURE DESIGNED IN ACCORDANCE WITH THE AUGUST 2020 KANSAS CITY SOUTHERN GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF RAILROAD OVERPASSES AND UNDERPASSES. m 0 0 3. TEST HOLE DATA PROVIDED BY INTERTEK-PSI, PROJECT NO. 03421687. SEE BORING SHEETS FOR DRILLING LOG INFORMATION. 4. CONTRACTOR SHALL LOCATE ALL UTILITIES AND - - - INFORM ENGINEER IN WRITING OF ANY CONFLICTS o z > PRIOR TO BEGINNING CONSTRUCTION. o m o IL M z 5. "D" DENOTES CAPS WITH DOWELS D AND SLOTTED N HOLES AT EXTERIOR GIRDER ENDS. _ 6. SAW -CUT GROOVING OF THE BRIDGE DECK AND b APPROACH SLABS IS REQUIRED. BROOM FINISH IS o = o W - REQUIRED FOR SIDEWALK. Z o= o o N rn Lu 7. THE H VALUES SHOWN ARE ESTIMATED COLUMN v n r z 14 o HEIGHTS. CONTRACTOR IS RESPONSIBLE FOR _ CALCULATING THE ACTUAL COLUMN HEIGHT BASED ON FIELD CONDITIONS. oz o o a 8. SEE IGEB SOLE PLATE DETAILS. SOLE PLATES ^ o _ o m SHALL BE ADDED FOR GIRDERS ON SPANS 1-3, AND O N o o I- <t 9-12. � K M - - - 9. SEE BRSM FOR SIDEWALK DETAILS. - 10. SEE MISC. FENCE DETAILS SHEET FOR CURVED CHAIN LINK FENCE DETAILS. m m z o Co o FOUNDATION NOTES: io OVERALL LENGTH OF NB TY C221 RAIL = 1,336,51' (LT), 1,345.10' (RT) OVERALL LENGTH OF SB TY C221 RAIL = 1,345.47' (LT), 1,303.49' (RT) OVERALL LENGTH OF NB CLF-RO = 1,316.51' (LT), 2 302.00' (RT) 1 ............. ............................. .............. OVERALL LENGTH OF SB CLF-RO = 297.00' (LT), ] ],283.49' (RT) 2 OVERALL LENGTH OF BRIDGE ALONG CL-PARK = 1,300.00' 230.00' UNIT 1 ]92,00' UNIT 2 ... o ......:................. ..................:.. SPAN 1 = 100.00' SPAN 2 = 130.00' SPAN 3 = 96.00, CO TY TX54 GDR i TY TX54 GDR TY TX54 GDR N .............. ............ .................. :.................. :..................................... .................. :................ ..................................... ............ ao CLF-RO(CONTINUOUS) Q TY C221 RAIL PGL ~ in :................. .................. :... .............. :.................. :................. ... .... 00%.... . ........ .............. z ... ...........................:..................:................ :..... ...� o¢ N..........:.. ...........:.... .. ............. _ .. { r m m SWITCHING LEAD"""' o U 3457 moE R& 2 + o .. rN IN Do U I_ D- CRASH M _ 1.......{ ........... ................ N ..................... .._ ........ ... _ . �_... ....... ... ...... Ili III Do �IIIIII III rII N�v `-DI II VERTICAL C�URV ; _ E DATA EXIST GROUND cL (CURVE P_CL-PARK-27) AT CCL-PARK8.8' ................... I{� .... ..........i. ^....i ......................... ..... FUTURE N- FUTURE N-2 4 - 600 4 - 60' Dx 66' w DS x 46' ]0.7 DS x 46' VPI=286+00.00 CRASH WALL a i.. I I ELEV = 586.49' 1 7 x �= 2.7 ' . I :I e I. I I I K �- 7] I I {( { I i 1 1 L;= 850.00' 4I I� 4I ELEVATION �I b b b 280+00 281+00 282+00 283+00 1. ALL DRILLED SHAFTS AT ABUTMENTS AND BENTS ARE DESIGNED FOR COMBINED SKIN FRICTION AND POINT BEARING. 2. FOUND DRILLED SHAFTS AT THE ELEVATION SHOWN OR DEEPER AS NECESSARY TO PENETRATE DARK GRAY SHALE FOR THE FOLLOWING MINIMUM DEPTHS: ABUTMENTS _ 7.0 FT. BENTS 2-5 - 10 FT BENT 6-I8FT BENT 7 -- 23 FT BENT 8 - 21 FT BENT 9-19FT BENT 10 - 16 FT BENTS 11 AND 12 - 7 FT 625 oFl yKP�E ... 1o) *:: • • •••• *Il, Alteration of a sealed document without proper notification to the responsible 605 / CHONG KUK MONO % engineer is on offense under the Texas ............ / / Engineering Practice Act.The record copy ilo........................... / of this drawing is on file at the offices of A, 80621 : Halff Associates. Inc.. 3803 Parkwood Blvd. •800. ,p •41 10 .- -,ff Frisco. Texas 75034. TBPE FIRM •F-312. I, 11� ONAL `''_ 58564(64� MARCH 1 , 202 . 565 ,,, "NOT FOR CONSTRUCTION" 545 PARK BOULEVARD EXTENSION co-525 ` ,IT, 505 485 BRIDGE LAYOUT KCS RAILROAD OVERPASS 1OF4 3803 ■■■O'm HALFF FRISCOR WOOD X7503-8641 SUITE 800 FEL (2 4 TX 8-45708641 TEL (2 4) 618-4570 MMM FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: CPM DATE 3/18/2022 1 DESIGNED: CKH DATE: 3/18/2022 CHECKED: ESL__ DATE: 3/18/2022 SCALE: 1" - 40'-0" CONTRACT No. SHEET 158 OF 488 02113120241tem G. 0 20 SCALE IN FEET PROP ROADWAY STAMPED CONCRETE w PROP ROADWAY EASEMENT w CROSSING EASEMENT (TYP), SEE CIVIL iw DRAWINGS FOR o NOM FACE OF TY C221\DO dI DETAILS �I RAIL WITH CLF-RO o I M � N / 01 z GDR 1 — GDR I ---- GDR ] z --- ---- ---- FACE OF CURB IIIII II I n� II I I IIIII STA 283+34.00 I I I SPAN 5 IIIII III II II SPAN 4 ----_—_-- _ N I SPAN 3 I _ _ ---90°00,001, — 90° N--90°00'00" I 4 GDR 4 285+00 IIIII II Q I fL - GDR 4 I I CL GDR 4 284+00 - f I _ L_ 283+100 _ I I PC STA 283+58.69 CL-PARK 4 GDR I (. N43°55'26"W I I I GDR 1 EXIST ROW _ — _ Q 4 GDR ] __-�ys 5t __4 BENT 5 - 8 _ STA 284+30.00 _ STA z SEJ-M (4") I PGL SPAN 5 I I I SPAN 3 IIIII SPAN 4 POINT OF I FACE OF CURB IIIII POINT OF IIIII MIN VERT CLR MLR IN VERT I II - — — _ BS-EJCP 7TY GDR 4GDR 4 ( NOM FACBMCS SIGN 1� SION 1 —TEST HOLE NO. B-2B C221 RA(TYPE N) f CL-PARK STA 283+71.03, CLF-RO 20.78'(RT) GDR 4 EXIST Ro PROP TEMPCONST EASEMENTI6 POINT O VERT CLR SPRING CREEK PKWY BELOW cm 625 605 o ...................................CO O CO i- N 585 CID...............................'--- Q 565 ............ .................. Z W z i 545 _ ................................... U Q 525 505 485 PLAN PROP TEMP CONST x x�x EASEMENT x BMCS (TYPE N) GDR 1 GDR 1 II BS-EJCP II O low I I I O _ II SPAN 6 `'J � I I I � GDR 5 (ZiGDR 5 SPAN 7 b o o� o Q O m 286+00 90°00'00 - N ry , GDR I o o GDR I 26.00_--___ Q o 2 o 4BENT7 W —N `-) SPAN 6 N SEJ-M K9 I 9 STA 286+46.00 fL GDR 5 I I I SPAN 7 CJ ry _ I POINT OF MIN Q o e Q o y - - - - -85-EJCP_ VERT CLR _ g — - J N ti O TEST HOLE NO. B-38 GDR 5 -BMCS —^ CL CL-PARK STA 286+55,17, o (TYPE N) 45.44'(RT) In in0 0 0 \\ II HORIZONTAL CURVE DATA (J (CURVE IT CL-PARK-15) O PI STA = 289+76.93 0 = 44°47'57"(RT) T = 618.24 L = 1,172.84' R = 1,500.00' PC STA = 283+58.69 PT STA = 295+31.53 PC BRG = S43°55'26"E Oj OVER SPANS 2 AND 8. PT BRIG = S00°52'31"W O INCLUDES CURVED CHAIN LINK FENCE OVER SPANS 2 AND B. OVERALL LENGTH OF SB TY C221 RAIL = 1,345.47' (LT), 1,303.49' (RT) :OVERALL LENGTH OF NB CLF-RO = 1,316.51' (LT), 2 302.00' (RT) 1 OVERALL LENGTH OF SB CLF-RO = 297.00' (LT), ] 1,283.49' (RT) 2 OVERALL LENGTH OF BRIDGE ALONG CL-PARK = 1,300.00' 192.00' UNIT 2 216.00' UNIT 3 244,00' UNIT 4 SPAN 3 = 96.00' SPAN 4 = 96.00' SPAN 5 = 96.00' SPAN 6 = 120.00' SPAN 7A - 121.27' TY TX54 GDR TY TX54 GDR TY TX54 GDR TY TX54 GDR: TY TX54 GDR : :... :............................. _ SPAN 7B 123.62' ........... CLF-RO ................................................................. .............. ...... j i ............. ................................... ........ ........... 00% +6. (CONTINUOUS) TY C221 RAIL: PGL D D .... ... .......... .............:. D .. p ......:............................................................................................ I :BMCS BMCS TYPE N .( ) N (TYPE ) ro :I M M I: CC J cc I• u� ..II ....................NN . I ..................................................... II u ........:..............NN ..iI: .II.II ............[EXIST I.l............. :.. .............. • U Ia_. ....... .................. Ifx w Y II w; N LU z Nu':; GROUND (CURVE 4 P_CL-PARK-27) 1 1 z z : I AT CL-PARK II II I : +6.00 -5.96% I ........................... ..:............................................... f— 4 - 60"II ....... 4-60"8 I I ...........................I tr4 - 6u-o .. ......... F4-6Og DS x 58' DS x 58' I: DS x 78' VPI = 286+00.00 I DS x 83' I:I ELEV = 586.49' I: I III I ex = 12.71' I I I� .................. .... .I.............................................. I .......................................................................................I:................:................:.. I I - I K.....- 71..................:.............I..:..................:........... I I: :III L = 850.00' ELEVATION II I I I 625 oF\�� 1 *P�••re.......... Alteration of a sealed document without proper notification to the responsible o 605 / CHONG KUK HONG •.•. % engineer is on offense under the Texas ............ O ................. / / Engineering Practice Act. The record copy ............ ��������������������������/ of ihl5 Orawlnq is on file at the offices of O 80621 Holff Associates. Inc.. 3803 Porkwood Blvd. •800. ��I'�P •, •�7 ,��=� Frisco. Texas 75034. TOPE FIRM •F-312. Ln ..................:......585 Q MARCH 1 , 202 ' ♦- Q 565 "NOT FOR CONSTRUCTION" z _ 545...... PARK BOULEVARD EXTENSION (� H- g 525 Co- I N ............................ ..... ....... .................. ......SoS...... BRIDGE LAYOUT KCS RAILROAD OVERPASS 20F4 485 EL ■ 3803 PARKWOOD BLVD, SUITE 800 mom HALFF FRISCO, TX 75034-8641 TEL (214) 618-4570 No� FAX (214) 739-0095 TBPE FIRM #F-312 (I (I 6; DIuwN: CPM onTE 3I18/2022 DESIGNEID: CKFI DATE: 3/18/2022 J` J` CHECKED: ESC DATE: 3/18/2022 SCALE: 1" - 40'-0" CONTRACT No. 283+00 284+00 285+00 286+00 287+00 SHEET 159 OF 488 0 0211312024 Item G. 01 625 605 585 565 545 525 505 485 PROP ROADWAY I EASEMENTx� t\F�rurt`ll � GDR ] _ p o 4 EXIST SANITARY TO REMAIN 0 03°20' ] 4" � 1 oo N �1 SPAN 7 SKEW CO _ - N — GDR 5 Q87+00 - BENT BA STA 287+67.27� GDR 1--------- W BENT 88 ) HORIZONTAL CURVE DATA (CURVE � CL-PARK-15) PI STA = 289+76.93 A = 44°47'57"(RT) T = 618.24 L = 1,172.84' R = 1,500.00' PC STA = 283+58.69 PT STA = 295+31.53 PC BRG = 543°55'26"E PT BRG = S00°52'31"W STAMPED CONCRETE TYP) (, 5EE CIVIL 1 1 DRAWINGS FOR n I-� DETAILS oI I PROP ROADWAY CROSSING EASEMENT / z — 4 GDR 7=F i= - *.. ---- RG -F`CP - z STA 287+69.62 J o = SPAN 7 3 �� Q m Q � � 5-6" SO COL p p Cn Ca a0 ........................................... N Q h h W Z J 2 Q VERTICAL CURVE DATA (CURVE � P CL-PARK-27) VPI = 286+00.00 ELEV = 586.49' ex = 12.7F K..... = 71............................ L = 850.00' -PROP TEMP CONST Z EASEMENT Ky--- —� — -TEST HOLE NO. 8-48 r W I f CL-PARK STA 289+67.07, -EXIST ROW 14.50'(RT) 13 1 WI - NOM FACE OF TY C221 RAIL WITH CLF-RO i ej of _Z- GDR �- -- I z � GDR ] � 'I� I N CRASH WALL II.3' FACE OF CURB — CRASH WALL SPAN 8 I I I** 09°27'] 7" PGLI SPAN 9 SKEW' _ SKEW GDR 5 I 95' - - � G 4 90°00'00" I + 12.3'. --- 2. CL-PARK 5'-6" SO COL _ 17.2' I STA 288+34.78 If GDR If 4 CL CL-PARK � GDR 7 ** KCS MILEPOST T199.50 _ Z BENT 9 = GREENVILLE SUBDIVISION KCSR MAINLANE STA 4102+24 I I STA 288+96.00 POINT OF MIN I I I I I SEJ-M (4) PGL SPAN 9 IVERT CLR SPAN 8 / POINT OF I fill I i POINT OF MIN MIN VERT FACE OF CURB i PROP ROADWAY VERT CLR 1 CLR SPRING CREEK CRO�SSIN-G�EASEMENT - - _ - 85-EJCP PKWY BELOW -L� GDR 5 Ly f TA SS 70� `v� d = EXIST =ROW Ol EXIST WATER LLuu LINE TO BE o f RELOCATED Q CC FUTURE S-I W I LU f I z 30" SD R 5 �� s KCS RR - - EXIST SANITARY 20, I I TO REMAIN 6 20' I cp yy,-�� I I I I FUT'URE'S-2 I I I I Y FUTURE S-3 I _II II II PLAN II SPAN 10 O b o o IT -n290+00 4 GDR 4 Q h o z III GDR 1 j -� BENT 10- _ _ O STA 289+88.00 I I I I I I SPAN 10 Z o n I I I I POINT OF MIN h— Q o o Q e O 4 VERT CLR ti�' I o o m - _ 1 rr 1 GDR 4-- - -� 1 /fin L 1 fL GDR 4 NOM FACE OF TY C221 RAIL WITH CLF-RO - o a b I EXIST ROW �ROP ROW p = n EXIST 48 WATER LINE EXIST 96" WATER LINE — PROP TEMP CONST EASEMENT OVERALL LENGTH OF SB TY C221 RAIL = 1,345.47' (LT), 1,303.49' (RT) :OVERALL LENGTH OF NB CLF-RO = 1,316.51' (LT), 2 302.00' (RT) 1 :OVERALL LENGTH OF SB CLF-RO = 297.00' (LT), 7 7,283.49' (RT) 2 OVERALL LENGTH OF BRIDGE ALONG CL-PARK = 1,300.00' ' :244.00' UNIT 4 196.00' UNIT 5 SPAN 7A = 121.27' SPAN 8A = 122.73' SPAN 9 = 98.00' SPAN 10 = 98,00' TY TX54 GDR : TY TX54 GDR : : TY TX54 GDR TY TX54 GDR SPAN 7B = 123.62' : : SPAN 8B = 120.38' .................. ...................................... .......... ........ :.................. CLF-RO :........ PGL : TY C221 RAIL (CONTINUOUS) D D ..... ..... ............. ..................:..................... D D 0 : N M �3 CRASH b N Cr FUTURE S-2 N K Q I I— ' - v w 1n : KCSR ° ` N `' :.. K O K O I� n _' N. K k.p -. ;_.......WALL....... ;.. II .. x :.... .. .. MAINLANE:...... ....... N U� �IU. �W .. .............:.... �...N .z cc IY ... N ..N•.. .. O.. cc 2 60'O �� FUTURE 5-3 o rn :..................:........ DS x 83' :...................................:..................: .. ... �3 CRASH I.�.L.. ....... .............. .............. 1. LL. �.. N u) WALL 9.5' EXIST 96" W C, EXIST GROUND i74.6' INTERMODAL LEAD 11.3' : WATER LINE I : �a I I �1z AT � CL-PARK j I I E : FUTURE S-] I : EXIST 48" WATER LINE z -o I- II a 2 - 66"0 I ��2 - 60"0 DS x I 1 [----�4 - 60"0 �W DS x 80' I 17.2' IIIBl' & �- 66"0 ; DS x 76' DS IIII .......:..................:............................. 4 ...:.................. :.................. :................ .....................1.4. ...... ................ ..................................... ... .. .............. ....... ELEVATION I+I 287+00 288+00 l_➢ 289+00 290+00 0 20 L- SCALE IN FEET �7 MINIMUM VERTICAL CLEARANCES PROVIDED ARE TAKEN AT THE POINT WHERE THE EXTERIOR BEAM IS CLOSEST TO THE ADJACENT FUTURE TRACK CLEARANCE ENVELOPE (12' PERPENDICULAR OFFSET TO RR C.L.). �2 FUTURE TRACKS ARE ASSUMED TO HAVE SAME TOP OF RAIL ELEVATIONS AS ADJACENT EXISTING TRACK ELEVATION. CRASH WALLS SHALL EXTEND 12'ABOVE ADJACENT TOP OF RAIL ELEVATION. ® SEE COLUMN DETAILS SHEET FOR TSS DETAILS. TSS IS FOR 4 - (5-6" x 5-6") SQUARE COLUMNS ONLY ON BENTS 8 AND 9. �5 SQUARE COLUMNS. © CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS WITH THE EXISTING SANITARY SEWER PRIOR TO BEGINNING ANY STEEL FABRICATION FOR STRUCTURAL ELEMENTS. * CLEARANCE FROM fL OF TRACK TO EDGE OF BENT CAP ** CLEARANCE FROM fL OF TRACK TO FACE OF CRASH WALL (DOVER SPANS 2 AND 8. O2 INCLUDES CURVED CHAIN LINK FENCE OVER SPANS 2 AND B. 625 :..................:.................. \ E O. �� Jq P 1 s/ I *p-0 ••••••••� */ Alteration of a sealed document �I *: ........................without proper notification to the responsible o ........................................................ ....... 605 / CHONG KUK HONG / engineer is on offense under the Texas / ••••••••••••••• �•• Engineering Practice Act. The record copy / ........................... .�... % n of this drawing Is on file at the offices of a- Halff Associates. Inc.. 3803 Pork wood Blvd. •800, ��I'�P •, Frisco. Texas 75034. TOPE FIRM •F-312. M •�7 ,��=� N L ..................:......585...... 6 Q MARCH 1 , 202 . f Q..............................................565...... "NOT FOR CONSTRUCTION, W z J 545...... PARK BOULEVARD EXTENSION Q 525 CO-11 ............................ .................. ......SoS...... BRIDGE LAYOUT KCS RAILROAD OVERPASS ............................ ......................... 485...... OEM HALFF EN DRAWN: CPM DA 3/18/20: CHECKED: ESC DATE: 3118/20, CONTRACT No. 291+00 SHEET 160 OF 488 0lei a E,1. 3803 PARKWOOD BLVD, SUITE 800 FRISCO, TX 75034-8641 TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DESIGNED: CKH DATE: 3/18/2022 SCALE: 1" = 40'-0" 02113120241tem G. 0 20 L- SCALE 1N FEET Lu N �I � M II a GDR I_ z V1 _ BS-EJCP zN 4*0 III zA oy a° N p SPAN ]0 I I = ci > r q TV - N Q 4 GDR 4 Uh N _ I c A ��-_ -�- Q GDR 1 I < o m o o W 90,00,0011, — m o g r z SPAN ]0 I 1 o o� >a r N z o = U SEJ-M (4') r ` z C0 o o BS-EJCP- _- EXIST SANITARY TO REMAIN - NOM FACE OF TY C221 0 RAIL WITH CLF-RO o GDR ] --_- - v FACE OF CURB o , SPAN 11 � x x_x�x w PROP TEMP CONST b EASEMENT W x� �I STAMPED CONCRETE (TYP), SEE CIVIL cv �I DRAWINGS FOR o �z GDR ] DETAILS EXIST ROW _ PROP RET WALL 6 - - a L-4 IIIII EXIST PAVEMENT BS-EJCP IIIII TO BE REMOVED I II 291+00 GDR 4 0 GDR 4 GDR 1 GDR 1 90011 BENT ]2 -� BENT I I- - - S _ 90 STA 290+86.00\o IIIII STA 291+97.00 SPAN 2 - - SPAN 11 0 0 FACE OF CURB,�EXIST PAVEMENT - ,, RF RFuni/FIB v z 0 3 0 0 rn POINT OF GDR 4 MIN VERT CLR HORIZONTAL CURVE DATA BMS ITYPF Z) (CURVE � CL-PARK-15) PI STA = 289+76.93 A = 44°47'57"(RT) T = 618.24 L = 1,172.84' R = 1,500.00' PC STA = 283+58.69 PT STA = 295+31.53 PC BRG = S43°55'26"E PT BRG = S00°52'31"W 625 605 o .................................................... M O 585 i .................................................:.......... N Q H- V7 565 ............ ...................................... .......................... w Z 545 J = ............ :..................................... .................. :..... U Q 525 505 485 290+00 `� PROP ROW II 196.00' UNIT 5 SPAN 10 = 98,00' TY TX54 GDR: ................:....... . 4 PGEL PGL 544 27' END BRIDGE a� FACE OF ABUT 13 BKWL, I 4 , 293+0 STA 293+08.004 = 544.55' %EL MBGF ° 1'00" 4 ° Ck FL -PARK APPROACH SLAB SEJ-M (4" 4 EXIST 30" SS TO 4 . BE REMOVED L PGLIEL PGL = 544 27' EXIST 12" WATER LINE TO BE RELOCATED o - _ - � GDR 4 � BS-EJCP -� ( I II \FS TEST HOLE NO. B-58 NOM FACE OF TY C221 I EXIST PAVEMENT CL-PARK STA 292+36.59, 20'-0" RAIL WITH CLF-RO I TO BE REMOVED 38.43'(RT) BAS-C PROP RET WALL 7 I 1 If �/ 1 PROP CURBS EXIST ROW I 0 2 0 I EXIST SANITARY TO BE RELOCATED - PROP EXIST ROW I EASEMTEM ENTP CONST II /,'/ PLAN O OVER SPANS 2 AND 8. O2 INCLUDES CURVED CHAIN LINK FENCE OVER SPANS 2 AND 8. OVERALL LENGTH OF NB TY C221 RAIL = 1,336.51' (LT), 1,345.10' (RT) OVERALL LENGTH OF SB TY C221 RAIL = 1,345.47' (LT), 1,303.49' (RT) OVERALL LENGTH OF NB CLF-RO = 1,316.51' (LT), 2 302.00' (RT) 1 i END BRIDGE RA 0 IL F R PAYMENT OVERALL LENGTH OF SB CLF-RO = 297.00' (LT), 7 1,283.49' (RT) 2 OVERALL LENGTH OF BRIDGE ALONG � CL-PARK = 1,300.00' 222.00' UNIT 6 SPAN 71 = 111.00' SPAN 12 = 111.00' TY TX54 GDR 7TY TX54 GDR CLF-RO PGL TY C221 RAIL ;(CONTINUOUS) END BRIDGE ............. :..............:.................................:..................:..................:.................. ..... ..... .............. ••• •=•••FACE OF ;•• ' ABUT 13 BKWL STA 293+08.00 PGL EL = 544.27 .....:.......................I.......................... :..................:................................ ................................ .......... .............. .............. ..... D BMCS - - (TYPE S) - - n 31 — I _ ;---- --- --- ---— --------- — —I — o --- ................ .................... U.............................:..................:........................ ...............-..........:..................:................ .............. ....I....... .............. .............. .............. ..... 1 f raIII II + :VERTICAL CURVE DATA w W o III EXIST GROUND I 2 I M ^ z a I I AT � CL-PARK III III ¢- i :(CURVE (CU 5.96% P C0.50%K-28) ................ �.I...I........ ..................................... ................................ �.. ...._.... ................ .............. .....�........... u ............. ....... ..... ..... .. .... 4- 60 0 1 4 60'm : 9- 36 O h DS x 62' I DS x 62' DS x 66' III a I VPI = 295+50.00 I I I > w I ELEV = 529.84' I F I I ex = -3.07' I I - K - 82 .......................:.....I...........,..................:....................................................k...........................................................................l.I......... .............. .... .......... ..... I I III; I i ....L = 450.00'.. I I ELEVATION 291+00 292+00 293+00 294+00 625 605 585 565 545 525 505 485 ZE OF TFk1 *P••••••.'9�II� Alteration of a sealed document * i * without proper notification to the responsible CHONG KUK HONG / engineer is on offense der the Texas / / / Engineering Practice Act. The record copy ����������� .. / of this drawing is on file at the offices of A� 80621 •�0 Hoff Associates. Inc.. 3803 Porkwood Blvd. •800, ,p •47 � 4� r Frisco. Texas 75034. TOPE FIRM •F-312. I, 11\ ONAL `''_ MARCH 1 , 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 L� co— IN BRIDGE LAYOUT KCS RAILROAD OVERPASS 40F4 ■■■ HALFF FRISCOR WOOD X7503-8641 SUITE 800 FRISCO, TX 75034-8641 TEL (2 4) 618-4570 00. FAX (214) 739-0095 TBPE FIRM #F-312 DlA": CPM DATE 3/18/2022 DESIGNED: CKH DATE: 3/18/2022 I CHECKED: ESC DATE: 3/18/2022 SCALE: 1" — 40'-0" CONTRACT No. SHEET 161 OF 488 0211312024 Item G. 92'-0" OVERALL 34'-0" 24'-0" 34'-0" NB FUTURE SB 7'-0" 27'-0" 12'-0" 12'-0" 27'-0" T -O" 7'-O" 6'-0" 26'-0" 7'-O" I 1'-0" 26'-0" 6'-0" 1'-0" NOM SW 7'_O ROADWAY NOM NOM ROADWAY 11_011' SW NOM 4'-6" 6" 12'-O" 12'-0" 2'-O" 2'-0" 72'-O" 72'-01, 6" 4'-6" LN LN SH I SH LN LN t a I STAMPED CONCRETE (TYP), SEE CIVIL DRAWINGS FOR DETAILS o I CL CL-PARK f� > I PGL CLF-RO (TYP) PGL TY C221 RAIL (TYP) 1.50%_ I I 1.50% PRESTR CONC GDR (TX54) (TYP) GDR I - ALL SPANS GDR 4 - SPANS 1, 3-5, 9-12 GDR 7 - ALL SPANS GDR 4 - SPANS 1, 3-5, 9-12 GDR 5 - SPANS 6 & 7 GDR 5 - SPANS 6 & 7 I I I I TYPICAL SECTION - (SPANS 1, 3-7, 9-12) I � I z 0 I I °a 92'-0" OVERALL 34'-0" 24'-0" 34'-0" NB FUTURE SB 7'-0" 27'-0" 12'-0" 12'-0" 27'-0" T -0" OF re1 i1 y / *� :• :.•9PIII n of oafication to the responsible /*• • *� Alteration of a sealed document 7'-O" 6'-0" 26'-0" 7'-0" I 1'-0" 26'-0" 6'-O" ]'-0" / / e thoeer is on offense antler the Texas 1a / CHONG KUK HONG Engineering Practice Act. The record copy NOM SW 7'_0" ROADWAY NOM NOM ROADWAY 1 _0„ ' SW NOM / Y / of this drawing is on file of the offices of „ I 6" Fisco. Texlff as 75034 TOPE FIRM •F-312.��3803 rkwood Blvd. •800. 6" 4'-612'-0" 2'-0" 12'-0"'„ '„ '" - LN LN SH SH LN LN a I MARCH I m=m I II >II 1 , 202 „NOT FOR CONS. TRUCTION" N STAMPED CONCRETE (TYP), SEE CURVED CHAIN LINK FENCE. SEE CIVIL DRAWINGS FOR DETAILS FENCE DETAILS FOR (TYP) CL-PARK ADDITIONAL INFORMATION. I CPGL I oA,E "EVISON R;, 6 I I oa L ].50/ TY C221 RAIL (TYP) PARK BOULEVARD EXTENSION I I � 2.00% 2.00% • � PRESTR CONC GDR (TX54) (TYP) = I BRIDGE u- GDR I - ALL SPANS GDR 6 - SPAN 2 GDR 1 - ALL SPANS GDR 6 - SPAN 2 = GDR 5 - SPAN 8 GDR 5 - SPAN 8 TYPICAL SECTION KCS RAILROAD OVERPASS 1OF1 O'm3803 PARKWOOD BLVD, SUITE 800 FRISCO, TX 75034-8641 ■■■ HALFF TEL TYPICAL SECTION o ��� FAX (214) 739-0095 TBPE FIRM #F-312 N (SPANS 2 & 8) DHAWN: CPM DATE 3I18/2022 DESIGNED: CKH DATE: 3/18/2022 CHECKED: ESC DATE: 3/18/2022 1 SCALE: 3/32" - 1'-0" o CONTRACT No. SHEET 162 OF 488 35192-SC-BS01 Eg" 311W2022 1: I I 98.000' 40.432" 4 - COL AT 27.333'(+) = 82.000' 8.563' 8.000' 1U.Ub4fb - I Y I A}µ PLU Al b.U14'(-) = 1U.Ubd' I I I I fL GDR 2 GDR 1 6 GDR 3 GDR 4 GDR 5 fL GDR 6 1\ i 1\ ItYT11p,\ - ----- \ --- -y- A - Y — - — ----\ — — — — — — \ — — — — ]5°]9'06" SKEW W I i 1 \ CRASH WALL �� UMN— \ N61°23'40"E --—�—_BELOW--�---COLAP ENT 2 S A281+O8.00 \ I �\ \ BEARING PGL �l \ CL-PARK ` �- ------ - ----- - - - - -- —� --- I -- - L 1 \ I (L 60"l4 COL C LEVEL 3-0" FOR \ \ BEARING SEAT (TYP) 1 1 60"0 COL D \ \ 1 GDR 1 GDR 2 GDR 3 1 SEE FRAMING PLAN SHEET FOR GIRDER ANGLES (TYP) 29.723' 4 - TY TX54 PCG AT 9.908'(-) = 29.723' I BARS A BARS T IF Z J U Q 1 S & SS BARS 8 I COAST JT (TYP) TOP OF COLUMN (TYP) I 10" I 60"0 COL C 6'-10" LAP UNIFORM SLOPE Ul AT 2'-0" MAX BETWEEN BEARINGS r M L-- G L-- N L-- U2 AT Z-O" MAX 45 SPA AT 6" MAX = 22'-4" (TYP) 195 SPA AT 6" MAX = 97'-6" (BARS G & N SPA EVERY OTHER BARS M) ELEVATION An COL SPA 3.898' 1 GDR SPA 1 \ GDR 4 4.416' A.-J I 60"0 COL D 5 SPA AT F-0" 11 SPA AT AX = 5-0" (TYP) 6" MAX = 5'-3" —DOWEL D (OUTSIDE GIRDERS ONLY) N I N O cc Q o d x 0 _M II �n o1 o cc rn Y I N � m i BAR S & SS SPA BAR M SPA 3" ------------------- 0211312024 Item G. BAR SCHEDULE - ONE CAP BAR TYPE N0. SIZE LENGTH WEIGHT 8 A St 26 #1 ] 104'-6" 14,436 3 8 I St 1 30 1 #1 ] 1 11 F-4" 17,746 ® T St 24 #5 99'-10" 2,500 UI Bt 98 #4 50" '-12" 38332 U2 Bt 49 #4 10'- 3 Ol TOTAL REINFORCING STEEL I LB 1 58,126 CL C CONIC (HPC) (CAP) I CY 1 183.3 Ol FOR CONTRACTOR'S INFORMATION ONLY O2 INCLUDES 1 - 6-10" LAP. O3 INCLUDES 2 - 6-10" LAP. ® INCLUDES 1 - 2'-2" LAP. N FSTIMATFI) OIIANTITIFS ITEM UNIT QUANTITY DRILL SHAFT 60 IN FT 184 CL C CONC (HPC) (CAP) CY 183.3 REINF STEEL I LB 58126 ZE OF TFl1 *P••••••.'9�II� Alteration of a sealed document * i * without proper notification to the responsible /.CHONG KUKHONG / engineer is on offense der the Texas / / Engineeri q Practice Aciu The record copy ....... / of fhi5 drawing is on file at the offices of �, A� 8�21 •Halff Associates. Inc.. 3803 Parkwood Blvd. •800. �/,p •�) � �� - Frisco. Texas 75034. TBPE FIRN •F-312. l MARCH 1 , 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F1� BRIDGE BENT 2 DETAILS KCS RAILROAD OVERPASS 20F2 3803 ■■■ HALFF FRISCOR X7503-8641 SUITE 800 FEL(214 618-45708641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: CPM DATE 3/18/2022 DESIGNED: CKH DATE: 3/18/2022 CHECKED: ESC DATE: 3/18/2022 SCALE: 3/16" = V-0" CONTRACT No. SHEET 171 OF 488 98.000' 40.437' 8.563' 4 - COL AT 27.333'(+) = 82.000' 8.000' COL SPA 29.723' 4 - TY TX54 PCG AT 9.908'(-) = 29.723' 1 4.416' GDR SPA I 7 SPA AT 5.000' MAX = 32.000' 1 2.500' DOWEL DD SPA 6.500' I GDR 2 GDR 1 6„ CL GDR 3 fL GDR 4 1 1'-6 �TyP) I STY P ) CONST JT I \ N O 15°19106" SKEW z l \ \ b \ CAP & ' o N61°2340"E -_ _COLUMN U --- 1 • 1 -�--- -- �- \ \ I ~ \-- I I --�--- -------------— — — — — — — — — — — - � rn BENT 3 I� \ STA 282+38.00 \ I CRASH WALL \� \ BEARING\ PG\� \ \ b Q CL-PARK - BELOW \ rn N 60"0 COL C 1 1 LEVEL 3-0" FOR 60"0 COL D \ I \ \ \ BEARING SEAT (TYP) \ \ \ GDR I GDR 2 GDR 3 GDR 4 fL GDR 5 GDR 6 1 SEE FRAMING PLAN SHEET 1 FOR GIRDER ANGLES (TYP) 30.068' 6 - TY TX54 PCG AT 6.014'(-) = 30,068' 3,898' CONST JT 1 BARS A I � 60"0 COL C 6'-10" LAP BARS T S & SS L-L— BARS B CONST JT (TYP) TOP OF COLUMN (TYP) UNIFORM SLOPE U1 AT 2'-0" MAX BETWEEN BEARINGS r M L-- G --- N L-- U2 AT 2'-0" MAX 45 SPA AT 6" MAX = 22'-4" (TYP) 195 SPA AT 6" MAX = 97'-6" (BARS G & N SPA EVERY OTHER BARS M) ELEVATION An A.J I 60"0 COL D 5 SPA AT F-O" 11 SPA AT BAR S & SS SPA AX = 5-0" (TYP) 6" MAX = 5'-3" BAR M SPA 3" ------------------- 02113120241tem G. BAR SCHEDULE — ONE CAP BAR TYPE N0. SIZE LENGTH WEIGHT 8 A St 26 #1 ] 104'-6" 14,436 3 8 I St 1 30 1 #1 ] 1 11 F-4" 1 17,746 e"%l ® T St 24 #5 99'-10" 2,500 UI Bt 98 #4 50" '-12" 382 U2 Bt 49 #4 10'- 333 O1 TOTAL REINFORCING STEEL I LB 1 58,208 CL C CONC (HPC) (CAP) I CY 1 183.3 O1 FOR CONTRACTOR'S INFORMATION ONLY O2 INCLUDES 1 - 6-10" LAP. O3 INCLUDES 2 - 6-10" LAP. ® INCLUDES 1 - 2'-2" LAP. N FSTIMATFn OIJANTITIFS ITEM UNIT QUANTITY DRILL SHAFT 60 IN FT 184 CL C CONC (HPC) (CAP) CY 183.3 REINF STEEL LB 58208 ZE OF reliT Jg4p:••' 'ry,l *:: •••••••': *I� Alteration of a sealed document without proper notification to the responsible / •••CHONG•KUK•HONG •••• / engineer is on offense der the Texas Engineers g Practice Act•The record copy / •••�••••••••••••••••••� ••/ of ihl5 Orawlnq 75 on file at the office of A;• 90621 •�� Halff Associates. Inc.. 3803 Porkwood Blvd. •800' ,p •�� 10 .- Frisco. Texas 75034. TOPE FIRM •F-312. l MARCH 1 • 202 ' "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F1� co— IN up BRIDGE BENT 3 DETAILS KCS RAILROAD OVERPASS 20F2 3803 ■■■ HALFF FRISCOR X7503-8641 SUITE 800 FEL(214 618-45708641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 Dlt ": CPM DATE 3/18/2022 DESIGNED: CKH DATE: 3/18/2022 CHECKED: ESC DATE: 3/18/2022 SCALE: 3/16" = 1'-0" CONTRACT No. SHEET 173 OF 488 0 47.000' 8.788' 1 38.212' 0,853, COL SPA 9.000' 2 - COL AT 28.000' 10.000, GDR SPA 3.780' 5 TY TX54 PCG AT 7.137'(-) = 28.546' 14.674' I fL GDR 3 I fL GDR 1 fL GDR 2 0L GDR 4 fL GDR 5 1 -6 1 I (TYP) (TYP) DOWEL D (OUTSIDE GIRDERS ONLY) N— — — — --- —�— --- -- ---- 1 — -- — --- ----- — — - N I T Q O d b i / 11 CRASH WALL i / I 03'20' 14" 'SKEW \ / BELOW — — — --�--- CAP & COLUMN-----4 / \ / \ \ N65*0'13"E 6 cc cc v I \ I PGLLI BEARING \ \ \ I BENT 8A ( \I STA 287+v CL-PARK DO N I 1 I I I COL A 1 LEVEL -0" FOR I � 60"D COL B 1 BENT 88 )60"03'II I II BEARING SEAT (TYP) I I fL GDR I GDR 2 4 GDR 3 GDR 4 GDR 5 EXIST WATER LINE SEE FRAMING PLAN SHEET 0.838' TEXIST SANITARY FOR GIRDER ANGLES (TYP) TO REMAIN GDR SPA 3,780' 5 - TY TX54 PCG AT 7.137'(-) = 28.546' 14.674' PLAN OHRJ I H�--I VIVIrVRII ""' BETWEEN BEARINGS UI HI L-V IIH/, OHRJ H OCIVI OC C 1 N BAR S & SS SPA 13 SPA AT I 60"0 COL 5 SPA AT P-O" BARS 8 A r M G N U2 AT 2'-0" MAX I A 46 SPA AT 6" MAX = 23'-0" (TYP) I CL 60"0 COL 5 SPA AT 1'-O" S& SS CONST JT (TYP) TOP OF COLUMN (TYP) B 15 SPA AT BAR M SPA 6" MAX = 6'-3" MAX = 5'-0" MAX = 5-0" 6" MAX = 7-3" 93 SPA AT 6" MAX = 46'-6" (RdRS r X. N CP4 FI/FRY nTHFR RARS MI J ELEVATION — J 02/13/20241tem G. GENERAL NOTES: 1. DESIGNED PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (2017)AND INTERIM SPECIFICATIONS THERETO. DESIGNED PER AREMA MANUAL (2021) FOR CRASH WALL. 2. CONCRETE STRENGTH f'c = 3,600 PSI. 3. THE PRICE BID PER FOOT OF DRILLED SHAFT SHALL INCLUDE THE REINFORCING EXTENDING FROM THE SHAFT INTO THE CAP. 4. SPIRAL STEEL SHALL HAVE ONE AND A HALF EXTRA TURN AT THE TOP, BOTTOM, AND AT SPLICES. 5, ALL CAP, COLUMN AND DRILLED SHAFT REINFORCING SHALL BE GRADE 60 STEEL. 6. THE BEARING SEATS SHALL RECEIVE A WOOD FLOAT FINISH. 7. SEE COLUMN DETAIL SHEET FOR FOUNDATION DETAILS AND NOTES. 8. SEE BENT DETAILS SHEET FOR BENT SECTION AND BAR DETAILS. 9. CALCULATED DRILLED SHAFT FOUNDATION LOAD = 800 TONS/SHAFT 10. SEE BRIDGE CRASH WALL DETAILS SHEET FOR ADDITIONAL DETAILS AND NOTES. 11. CONTRACTOR MUST USE CASING WHEN DRILLING SHAFTS ADJACENT TO RR TRACKS FOR FULL LENGTH OF SHAFT. BAR SCHEDULE -- ONE CAP O1 TOTAL REINFORCING STEEL LB 26,315 CL C CONC (HPC) (CAP) CY 87.9 O1 FOR CONTRACTOR'S INFORMATION ONLY. ESTIMATED QUANTITIES ITEM UNIT QUANTITY DRILL SHAFT (60 IN) FT 166 CL C CONC (HPC) (CAP) CY 87.9 REINF STEEL LB 26315 OF\�el F:......TF'p�ll * I * '• Alteration of a sealed document * ...... i * without proper notification to the responsible / � CHONG KUK HONG / engineer is on offense der the Texas / / Engineering Practice Act•The record copy /...................� ../ of ihi5 Orawlnq le on file at the offices of �, A� 8�21 •�� Hoff Associates. Inc.. 3803 Porkwood Blvd. •800, �I ,p •�Y �� - Frisco. Texas 75034. TOPE FIRM •F-312. MARCH 1 , 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F1� Co— IN up BRIDGE BENT 8A DETAILS KCS RAILROAD OVERPASS 1OF1 �L 3803 PARKWOOD BLVD, SUITE 800 FRISCO, TX 75034-8641 OEM TEL (214) 618-4570 HALFF MEN FAX (214) 739-0095 TBPE FIRM #F-312 DlA": CPM DATE 3/18/2022 DESIGNED: CKH DATE: 3/18/2022 CHECKED: ESC DATE: 3/18/2022 SCALE: 2/16" = 1'-011 CONTRACT No. SHEET 182 OF 488 35192-SC-IB0sA-01 E9n WW20n 1: 0211312024 Item G. NO ] .473 50.000' 0.127' 41.543' 1 8.457' 10.000, 2 - COL AT 35.500' 4.500' COL SPA 15.882' 5 - TY TX54 PCG AT 7.352' = 29.408' I 4.710' GDR SPA ].473 N I I � GDR 2 \ I fL GDR 1 GDR 3 fL GDR 4 fL GDR 5 \ �\ 6" CL-PARK \ \ ` \ GIo DOWEL D OUTSIDE GIRDERS ONLY) \ I 20°20' 16° SKEW 0 N82°06'39"E'' / / +--�- ---4 - COLUMN-----�- -� V -�--4- BENT 88 - - / h \--- BEARING PGL I� I STA 287+69.62 / / , I / I / \ \ \ I \ / I \ X3 0.636 fL 66" SO COL C \ \ LEVEL 3-0" FOR \ \ fL 66" SO COL D OVERHEAD BEARING SEAT (TYP) \\ \ \ X \ ELEC LINE GDR 1 GDR 2 GDR 3 IZ GDR 4 fL GDR 5 1,473 EXIST SANITARY SEE FRAMING PLAN SHEET EXIST WATER LINE TO REMAIN FOR GIRDER ANGLES (TYP) TO BE RELOCATED 15.882' 5 — TY TX54 PCG AT 7,352' = 29.408' 4.710' 1.473' BENT 8A DCIVI OH OHRJ H HMI UIVIrVRII JLUrC BETWEEN BEARINGS Ul HI L-V IIH/, OHI"iJ I I I I C I � I I N 16 - S, & 15 - SS fL66"SOCOLC 6 SPA AT P-O" S & SS A4-1 M L G L N L U2 AT 2'-0" MAX L BARS B CONST JT (TYP) TOP OF COLUMN (TYP) 60 SPA AT 6" MAX = 30'-0" fL66"50 COL 6 SPA AT F-O" I D O O 5-S, &4-SS BAR S & SS SPA 00 7'-O" O 7 _ G, 10 - N, & 17 M MAX = 5'-6" MAX = 5-6" 82 SPA AT 6" MAX = 41'-0" BAR M SPA IRARC r .G At SPA FL/FRY nTHFR RAPS MI ELEVATION v v `r — 3 I ---G, 5---N, & 6 - M--�,/ P-6" OI INCLUDES S1-3 O2 INCLUDES SSI-2 O3 INCLUDES GI ® INCLUDES N1-4 O INCLUDES MI-5 GENERAL NOTES: 1. DESIGNED PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (2017) AND INTERIM SPECIFICATIONS THERETO. DESIGNED PER AREMA MANUAL (2021) FOR CRASH WALL. 2. CONCRETE STRENGTH f'c = 3,600 PSI. 3, THE PRICE BID PER FOOT OF DRILLED SHAFT SHALL INCLUDE THE REINFORCING EXTENDING FROM THE SHAFT INTO THE CAP. 4. SPIRAL STEEL SHALL HAVE ONE AND A HALF EXTRA TURN AT THE TOP, BOTTOM, AND AT SPLICES. 5. ALL CAP, COLUMN AND DRILLED SHAFT REINFORCING SHALL BE GRADE 60 STEEL. 6. THE BEARING SEATS SHALL RECEIVE A WOOD FLOAT FINISH. 7. SEE COLUMN DETAIL SHEET FOR FOUNDATION DETAILS AND NOTES. 8. SEE SHEET 2 OF 2 FOR CORNER DETAILS. 9. SEE BENT DETAILS SHEET FOR BENT SECTION AND BAR DETAILS. 10. CALCULATED DRILLED SHAFT FOUNDATION LOAD = 800 TONS/SHAFT 11. CONTRACTOR MUST USE CASING WHEN DRILLING SHAFTS ADJACENT TO RR TRACKS FOR FULL LENGTH OF SHAFT. tE of TFl1 *:: • •••••••.k,, Alteration of a sealed document without proper notification to the responsible /.•.CHONG.KUK•HONG ••••/ engineer is on offense der the Texas / / Engineering Practice Act•The record copy / •••�••••••••••••••••••� ••/ of this drowing is on file at the offices of �, A�• 90821 •�� Hoff Associates. Inc.. 3803 Pork wood 81W. •800, �/,p •�� ��t - Frisco. Texas 75034. TOPE FIRM •F-312. AL MARCH 1 , 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F1� Co— IN BRIDGE BENT 813 DETAILS KCS RAILROAD OVERPASS 1OF2 3803 ■■■ HALFF FRISCOR X7503-8641 SUITE 800 FEL(214 618-45708641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 D11AWN: CPM DATE 3/18/2022 DESIGNED: CICH DATE: 3/18/2022 CHECKED: ESL__ DATE: 3/18/2022 SCALE: 3/16" — 1'-0" CONTRACT No. SHEET 183 OF 488 ii GI N4 N3 N M M N 5 N S s 5 S S S N N G N N CAP END DETAIL SCALE: j/d' = 1'-0" a 5-9Y2' MI-5 AVG 7'-4" M5 5-8" M4 4'-0" M3 2'-4" M2 4'-11" NI-4 AVG 9'-7" MI 4'-B" N4 3-4" N3 (TYP) M I 2'-0" N2 9'-81, NI N BARS MI-5 BARS NI-4 N NI M M5 S3 SS2 S SS SSI S2 M4 SI M3 M2 M1 N2 N3 3-3" S1-3 AVG 5'-1" S3 3-2" S2 1'-6" S1 (TYP) 0 BARS Sl-3 2'-4%2' SSI-2 AVG 2'-11" SS2 1'-101, SS1 (TYP) 0 BARS SS1-2 02113120241tem G. BAR SCHEDULE — ONE CAP BAR TYPE N0. SIZE LENGTH WEIGHT A St 261 #1 ] 1 49'-8" 6,861 8 I St 1 30 1 #1 ] 1 49'-8" 1 7.917 1 96#2403'58] 10 ]M1Mavp B8272 OI1 TOTAL REINFORCING STEEL LB 1 28,129 CL C CONC (HPC) (CAP) CY 1 93.5 O1 FOR CONTRACTOR'S INFORMATION ONLY 1 ESTIMATED QUANTITIES ITEM UNIT QUANTITY DRILL SHAFT (66 IN) FT 160 CL C CONC (HPC) (CAP) CY 93.5 REINF STEEL LR 28129 *:: • • •••••• *Il, Alteration of a sealed document without proper notification to the responsible / ...CHONG KUK HO.. / engineer is on offense der the Texas / / Engineers q Practice Act•The record copy /����� ��/ of this Orawlnq 75 on file at the offices of A� 8�21 •�� Halff Associates. Inc.. 3803 Porkwood 81vd. •800, p •�� �� - Frisco. Texas 75034. TO PE FIRN •F-312. EN AL MARCH 1 , 202 ' "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 L� co— IN up BRIDGE BENT 8B DETAILS KCS RAILROAD OVERPASS 20F2 ■■■mom HALFF FRIS O, TX 7503 -8641BLVDSUITE 800 FEL (2 4 TX 8-45708641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: CPM DATE: 3/18/2022 DESIGNED: O CKH DATE: 3/18/2022 CHECKED: ESLDATE: 3/1$/2022 SCALE: 3/0' — 1'-0" CONTRACT No. SHEET 184 OF 488 --------------------------- 0211312024 Item G. ROUND COLUMN SCHEDULE -- ONE COLUMN REP NF CLASS C RARS V-20-#11 RARS 7-#4 SPTRA/ STEEL CONC 0 ¢ LU w V) COL BARS V MAY BE BENT TO CLEAR CAP REINFORCING Z - SPIRAL AT 6" PITCH 20-#11 PROP GRADE LINE CONST JT (TYP) #4 - SPIRAL AT 9" PITCH 20-#11 0 60"0 COL & DS COL & DS ELEVATION SCALE: 3116" = 1'-0" C) 0 > ¢ Lu w in o_ 3" CLR -1 (TYP) COL BARS V MAY BE BENT TO CLEAR CAP REINFORCING —S1 AT6"SPA — S2 AT 6" SPA 32-V — PLACE TEMPORARY SPECIAL SHORING ALONG ALL VERTICAL EXCAVATION FACES —PROP GRADE LINE SECTION A -A SCALE: %4' = F-O" 0 66"0 DS CONST JT (TYP) #4 - SPIRAL AT 9" PITCH 24-#11 COL & DS ELEVATION SCALE: 3/6' = P-0" 4'-6" o � ¢ a J w D ONE & A LU un HALF FLAT TURN TOP & BOTT 1AT.1�JWA ifstl8: f 14-��1��M-�! 8=mmm ADJUST SPIRAL Z LENGTH BY 14.1 FT. AND BARS V LENGTH BY 0.5 FT. FOR EACH 0.5 FT. VARIATION IN "H" VALUE. ADJUST ESTIMATED QUANTITY OF CONCRETE FOR EACH COLUMN 24 - #11 BY 0.4 CY FOR EACH 0.5 FT. VARIATION IN "H" VALUE. ADJUST ESTIMATED QUANTITY OF REINFORCING STEEL FOR EACH COLUMN BY 62.6 LB. FOR EACH 0.5 FT VARIATION IN "H" VALUE. 32-V SQUARE COLUMN SCHEDULE — ONE COLUMN REINF I CLASS "H" I BARS V-24-#11 I BARS S1-#5 - 21'-0 1 BARS S2-#5 - 16'-3 STEEL CONC 26 31'-3" 3,985 52 1,139 704 1,763 6,887 29.1 27 32'-3" 4,113 54 7,183 108 ],830 7,126 30.3 7R Z:2'-Y' I A 7dl1 I SF 1 1 777 1 117 I i POP 1 7 IFS 1 1 1 32 3T-3" 477 64 7,402 128 2,169 8,32] 35.9 33 38'-3" 4,878 66 ],446 732 2,237 8,567 37.0 ADJUST S7 LENGTH BY 21.0 FT., S2 LENGTH BY 32.5 FT. AND BARS V LENGTH BY 0.5 FT. FOR EACH 0.5 FT. VARIATION IN "H" VALUE. ADJUST ESTIMATED QUANTITY OF CONCRETE FOR EACH COLUMN BY 0.56 CY FOR EACH 0.5 FT. VARIATION IN "H" VALUE. ADJUST ESTIMATED QUANTITY OF REINFORCING STEEL FOR EACH COLUMN BY 119.6 LB. FOR EACH 0.5 FT VARIATION IN "H" VALUE. GENERAL NOTES: 1. DESIGNED PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (2017) AND INTERIM SPECIFICATIONS THERETO. DESIGNED PER AREMA MANUAL (2027) FOR CRASH WALL. 2. CONCRETE STRENGTH Pc = 3,600 PSI. 3. SPIRAL STEEL SHALL HAVE ONE AND A HALF EXTRA TURN AT THE TOP, BOTTOM, AND AT SPLICES. 4. ALL COLUMN AND DRILLED SHAFT REINFORCING SHALL BE GRADE 60 STEEL. 5. THE PRICE BID PER FOOT OF COLUMN SHALL INCLUDE THE REINFORCING EXTENDING FROM THE COLUMN INTO THE CAP. 6. THE PRICE BID PER FOOT OF DRILLED SHAFT SHALL INCLUDE THE REINFORCING EXTENDING FROM THE SHAFT INTO COLUMN. 5'-0" 6" (TYP) O BARS S1 =y-1��E OF TF1�� *:: • • •••••• *Il, Alteration of a sealed document without proper notification t0 the responsible /CHONGKUKHONG ••. / engineer is on offense der the Texas / / Engineeri g Practice Act•The record copy / •••�•••••• ........../ of this drawing is on file at the offices of 80621 Halff Associates. Inc.. 3803 Porkwood 81vd. •800, ��I'�P •, •�� ,��=� Frisco. Texas 75034. TOPE FIRM •F-312. CEN AL MARCH 1 , 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F1� co- IN up BRIDGE COLUMN DETAILS KCS RAILROAD OVERPASS 1OF1 3803 ■■■O'm HALFF FRISCOR WOOD X7503-8641 SUITE 800 FEL (2 4 TX 8-45708641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 DlA": CPM CATS 3/18/2022 DESIGNED: CKH DATE: 3/18/2022 CHECKED: ESE DATE: 3/18/2022 SCALE: AS NOTED CONTRACT No. SHEET 196 OF 488 0211312024 Item G. 7" PAD , 11 P-3„ Q o w 2 � q (MIN) 1 I I I I I I I � I I I x � I I I I I Q I I ¢ a � t I I I I I I I I I I I � � I I I ' I I I I 27-4" (TYP) 3" 15 SPA AT 1'-6" MAX = 21'-10" 3" I I wU WV wH2 V COAST JT (TYP) L— wH 1 ELEVATION wD (EMBED P-3" MIN INTO COLUMN)(TYP) OI 5'-0"0 (TYP) GENERAL NOTES: 1. CONCRETE STRENGTH f'c = 3,600 PSI. 2. ALL REINFORCING SHALL BE GRADE 60 STEEL. 3, SEE CRASH WALL MISC. DETAILS SHEET FOR ADDITIONAL INFORMATION ON CRASH WALL DIMENSIONS. O AT CONTRACTOR'S OPTION, BARS wD MAY BE PLACED WITH THE COLUMN OR MAY BE ATTACHED USING AN ADHESIVE ANCHORAGE SYSTEM WITH THE ANCHORAGE END SLOPED AT 1:6 INTO COLUMN. OFel ZE . ' 1 = * �P.• .. Y9�I0I *: ..•.••.•......... ••• .. * Alteration of a sealed document / without proper notification to the responsible /CHONG KUK HONG / engineer is on offense under the Texas / / Engineers q Practice Act. The record copy /���••���� •�/ of this Orawlnq is on file at the offices of �, A;• 80621 •Half1 A55ociote5.lnc.. 1101 Parkwood Blvd. •800, �/,p •�7 �� - Frisco. Texas 75034. TA FIRN •F-312. CEN too 11\ MARCH 1 , 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION L Co— IN I BRIDGE CRASH WALL DETAILS AT BENTS 2-3 KCS RAILROAD OVERPASS 1OF1 OL 3803 PARKWOOD BLVD, SUITE 800 FRISCO, TX 75034-8641 OEM TEL (214) 618-4570 HALFF MEN FAX (214) 739-0095 TBPE FIRM #F-312 D11AWN: CPM DATE 3/18/2022 DESIGNED: CKH DATE: 3/18/2022 CHECKED: ESC DATE: 3/18/2022 SCALE: 3/16" = 1'-011 CONTRACT No. SHEET 197 OF 488 35192-SC-CW02-01 Eg" WW2022 1: 0211312024 Item G. T- 280+00 BEGIN BRIDGE FACE OF ABUT I BKWL STA 280+08.00 O /- � BRG r � GDR 1 U O 3' 7j„ / 2 O BRG �l BRG GDR I BRG -mil PGL /j- - - - - - - - - - - - - - - - - - - - - - - - - /- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - tl GDR ANGLE (TYP) l l l GDR ANGLE (TYP) GDR ANGLE (TYP) GDR ANGLE (TYP) l l l GDR 4 / / / GDR 6 281+00 282+00 l l - JN43'55'26'W l l l� BENT 2 / l l l STA 281+08.00 BENT 3 SPAN ] l l l SPAN 2 STA 282+38.00 (TY TX54 GDR) PLAN (TY TX54 GDR) O1 SEE STANDARD IGEB FOR ORIENTATION OF DIMENSION. O2 GIRDER LENGTHS SHOWN ARE BOTTOM GIRDER FLANGE LENGTHS WITH ADJUSTMENTS MADE FOR GIRDER SLOPE. GIRDER REPORT GIRDER REPORT, SPAN 1 HORIZONTAL DISTANCE TRUE LENGTH(2) GIRDER DEFLECTIONS C-C BENT E-E GDR. C-C BRG. BOT. GDR. FLG. SLOPE A B GIRDER 1 100.000 96.760 95.205 96.928 0.059 0.061 0.085 GIRDER 2 100.000 96.760 95.205 96.928 0.059 0.074 0.104 GIRDER 3 100.000 96.760 95.205 96.928 0.059 0.074 0.104 GIRDER 4 100.000 96.760 95.205 96.928 0.059 0.056 0.078 TOTAL 387,040 GIRDER REPORT, SPAN 2 HORIZONTAL DISTANCE TRUE LENGTH GIRDER C-C BENT E-E GDR. C-C BRG. BOT. GDR. FLG. SLOPE GIRDER 1 130.000 124.038 122.483 124.235 0.056 GIRDER 2 130,000 124,038 122,483 124,236 0.057 GIRDER 3 130.000 124.038 122.483 124.237 0.057 GIRDER 4 130.000 124.038 122.483 124.238 0.057 GIRDER 5 130.000 124.038 122.483 124.239 0.057 GIRDER 6 130.000 124.038 122.483 124.239 0.057 TOTAL 744.229 BENT REPORT ABUT NO. I (N 61°2340" E) DISTANCE BETWEEN STATION LINE AND GIRDER 1 44.584 L GIRDER SPACE GIRDER ANGLE (ABUT BKWL) D M S SPAN 1 GIRDER 1 0.000 74 40 54 GIRDER 2 9.908 74 40 54 GIRDER 3 9.908 74 40 54 GIRDER 4 9.908 74 40 54 TOTAL 29.723 BENT NO. 2 (N 61'23'40" E) DEFLECTIONS DISTANCE BETWEEN STATION LINE AND GIRDER I A B GIRDER SPACE GIRDER ANGLE 0.115 0.162 (C.L. BENT) D M S 0.124 0.174 SPAN 2 GIRDER 1 0.000 74 40 54 0.124 0.174 GIRDER 2 6.014 74 40 54 0.124 0.174 GIRDER 3 6,014 74 40 54 0.124 0.174 GIRDER 4 6,014 74 40 54 0.115 0.162 GIRDER 5 6.074 74 40 54 GIRDER 6 6.014 74 40 54 TOTAL 30.068 BENT NO. 2 (N 6Y2340" E) DISTANCE BETWEEN STATION LINE AND GIRDER 1 44.584 L GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 1 GIRDER 1 0.000 74 40 54 GIRDER 2 9.908 74 40 54 GIRDER 3 9.908 74 40 54 GIRDER 4 9.908 74 40 54 TOTAL 29.723 BENT NO. 3 (N 61'23'40" E) 45.102 L DISTANCE BETWEEN STATION LINE AND GIRDER 1 45.102 L GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 2 GIRDER 1 0.000 74 40 54 GIRDER 2 6.014 74 40 54 GIRDER 3 6.014 74 40 54 GIRDER 4 6.014 74 40 54 GIRDER 5 6.014 74 40 54 GIRDER 6 6.014 74 40 54 TOTAL 30.068 ZE OF TFk1 *:: •••••••': *I� Alteration of a sealed document without proper notification to the responsible / &0 KUK*HONG• �•/ engineer is on offense der the Texas under / / Efgineeri g Practice Act. The record copy / ........................... / of this Orawing is on file at the offices of A80621 •�� Halff Associates. Inc.. 3803 Porkwood 81vd. •800, ,Q01 I ,p •�I �� Q. Frisco. Texas 75034. TOPE FIRM •F-312. 4(6-f P--:? MARCH 1 • 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION co- IN BRIDGE NB FRAMING PLAN KCS RAILROAD OVERPASS 1OF6 3803 PARKWOOD BLVD, SUITE 800 ■■■ HALFF FRISCO, TX 75034-8641 MMM TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DHAwN: CPM oATE3I18/2022 DESIGNED: clot DATE: 3/18/2022 CHECKED: ESC DATE: 3/1$/2022 SCALE: 1" - ZO'-O" CONTRACT No. SHEET 201 OF 488 0211312024 Item G. 3'-7/z ] II I � BRG � � BRG BRG � GDR 1 GDR ] BRG -►J / I - - - - - PGL III I I GDR ANGLE (TYP) I GDR ANGLE (TYP)ANGLE (TYP) / I I GDR ANGLE (TYP) GDR ANGLE (TYP) I 1 I / I I � GDR 5 I GDR 5 287+00 � 288+00 I /I I I I - � fL CL-PARK ---- I �------�-�-�_�------_____ � BENT SA l Il q BENT 88------------------�-�_ - 289i 00 - I I STA 287+67.27 / ( STA 287+69.62 fL BENT 7 SPAN 7 /I SPAN 8 � BENT 9 STA 286+46.00 (TY TX54 GDR) PLAN (TY TX54 GDR) STA 288+90.00 t�I SEE STANDARD IGEB FOR ORIENTATION OF DIMENSION. O GIRDER LENGTHS SHOWN ARE BOTTOM GIRDER FLANGE LENGTHS WITH ADJUSTMENTS MADE FOR GIRDER SLOPE. GIRDER REPORT GIRDER REPORT, SPAN 7 HORIZONTAL DISTANCE TRUE LENGTH(2) GIRDER DEFLECTIONS C-C BENT E-E GDR. C-C BRG. BOT. GDR. FLG. SLOPE A B GIRDER 1 127.357 121.591 120.086 121.603 -0.014 0.130 0.182 GIRDER 2 126.366 120,600 119.095 120.612 -0.014 0.135 0.190 GIRDER 3 125.375 119.609 118.104 119.621 -0.014 0.131 0.184 GIRDER 4 124.384 118.618 117.113 118.630 -0.015 0.127 0.178 GIRDER 5 123.393 117.627 116,122 117,639 -0.015 0.104 0.146 TOTAL 598.043 GIRDER REPORT, SPAN 8 HORIZONTAL DISTANCE TRUE LENGTH GIRDER DEFLECTIONS C-C BENT E-E GDR. C-C BRG. BOT. GDR. FLG. SLOPE A B GIRDER 1 131.049 125.239 123.723 125.300 -0.031 0.147 0.206 GIRDER 2 129,697 123,886 122,370 123,947 -0.031 0.152 0,213 GIRDER 3 128.344 122.533 121.017 122.594 -0.031 0.145 0.203 GIRDER 4 126.992 121.180 119.664 121.240 -0,031 0,138 0.194 GIRDER 5 125.639 119.827 118.311 119.887 -0.032 0,112 0.157 TOTAL 612.666 BENT NO. 7 N 57°0302" E DISTANCE BETWEEN STATION LINE AND GIRDER I GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 7 GIRDER 1 0.000 87 38 11 GIRDER 2 7.125 87 38 38 GIRDER 3 7.125 87 39 05 GIRDER 4 7.125 87 39 32 GIRDER 5 7.125 87 40 01 TOTAL 28.500 BENT NO. 8 (N 65°01'13" E) DISTANCE BETWEEN STATION LINE AND GIRDER I GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 8 GIRDER 1 0.000 89 11 24 GIRDER 2 7.137 89 09 41 GIRDER 3 7,137 89 07 56 GIRDER 4 7,137 89 06 09 GIRDER 5 7.137 89 04 20 TOTAL 28.547 BENT REPORT BENT NO. 8 (N 6YO1' 13" E) 44.000 L DISTANCE BETWEEN STATION LINE AND GIRDER 1 44.073 L GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 7 GIRDER 1 0.000 84 23 38 GIRDER 2 7.137 84 23 11 GIRDER 3 7.137 84 22 44 GIRDER 4 7.137 84 22 16 GIRDER 5 7.137 84 21 48 TOTAL 28.547 BENT NO. 9 (N 75°49'32" E) 44.073 L DISTANCE BETWEEN STATION LINE AND GIRDER 1 44.588 L GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 8 GIRDER 1 0.000 78 23 05 GIRDER 2 7.219 78 21 23 GIRDER 3 7.219 78 19 38 GIRDER 4 7.219 78 17 51 GIRDER 5 7.219 78 16 02 TOTAL 28.877 ZE OF •••TF•••�1 Jg4p:••' 'ry,Tl *:: •': *I� Alteration of a sealed document without proper notification to the responsible / •••........ Z- ONG •••• / engineer is an offense der the Texas / •••••••••..... •• / Engineeri g Practice Act. The record copy / � / of this drawlnq is on file at the offices of �, A;• 80621 •Halff Associates. Inc.. 3803 Porkwood Blvd. •800. �/,p •�� �� - Frisco. Texas 75034. TOPE FIRM •F-312. CEN too MARCH 1 , 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F1� co- IN up BRIDGE NB FRAMING PLAN KCS RAILROAD OVERPASS 40F6 3803 ■■■ HALFF FRISCOR X7503-8641 SUITE 800 FEL(214 618-45708641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 DHA": -i- D- Sll alGU CHECKED: ESC DATE: 3118/20 CONTRACT No. SHEET 204 OF 488 DESIGNED: 11h DATE: SCALE: 1" = 20'-O" 0211312024 Item G. /j j j / � CL-PARK 280+00 281+00 282+00 / ----�--------------------------�- 1---------- _ N43°55'26"W / - - - - - - - - - - - - - - - - - - - - - - - - - l � BENT 2 BEGIN BRIDGE l l l STA 281+08.00 / / BENT 3 FACE OF GDR 1 / l GDR ] / / STA 282+38.00 ABUT I BKWL STA 280+08.00 I l GDR ANGLE (TYP) / GDR ANGLE (TYP) / GDR ANGLE (TYP) / GDR ANGLE (TYP) l / l PGL - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / - - - - 4 BRG � GDR 4 BRG BRG q GDR 6 BRG OI 2 I / SPAN ] 3,2, „ SPAN 2� OI (TY TX54 GDR) OI PLAN (TY TX54 GDR) O1 SEE STANDARD IGEB FOR ORIENTATION OF DIMENSION. O2 GIRDER LENGTHS SHOWN ARE BOTTOM GIRDER FLANGE LENGTHS WITH ADJUSTMENTS MADE FOR GIRDER SLOPE. GIRDER REPORT GIRDER REPORT, SPAN 1 HORIZONTAL DISTANCE TRUE LENGTH(2) GIRDER DEFLECTIONS C-C BENT E-E GDR. C-C BRG. BOT. GDR. FLG. SLOPE A B GIRDER 1 100.000 96.760 95.205 96.928 0.059 0.061 0.085 GIRDER 2 100.000 96.760 95.205 96.927 0.059 0.061 0.104 GIRDER 3 100.000 96.760 95.205 96.927 0.059 0.061 0.104 GIRDER 4 100.000 96.760 95.205 96.926 0.059 0.061 0.078 TOTAL 387,040 GIRDER REPORT, SPAN 2 HORIZONTAL DISTANCE TRUE LENGTH GIRDER C-C BENT E-E GDR. C-C BRG. BOT. GDR. FLG. SLOPE GIRDER 1 130.000 124.038 122.483 124.243 0.058 GIRDER 2 130,000 124,038 122,483 124,244 0.058 GIRDER 3 130.000 124.038 122.483 124.245 0.058 GIRDER 4 130.000 124.038 122.483 124.245 0.058 GIRDER 5 130.000 124.038 122.483 124.246 0.058 GIRDER 6 130.000 124.038 122.483 124.246 0.058 TOTAL 744.229 BENT REPORT ABUT NO. I (N 61°2340" E) DISTANCE BETWEEN STATION LINE AND GIRDER 1 14.861 R GIRDER SPACE GIRDER ANGLE (ABUT BKWL) D M S SPAN 1 GIRDER 1 0.000 74 40 54 GIRDER 2 9.908 74 40 54 GIRDER 3 9.908 74 40 54 GIRDER 4 9.908 74 40 54 TOTAL 29.723 BENT NO. 2 (N 61 °23'40" E) DEFLECTIONS DISTANCE BETWEEN STATION LINE AND GIRDER I A B GIRDER SPACE GIRDER ANGLE 0.115 0.162 (C.L. BENT) D M S 0.124 0.174 SPAN 2 GIRDER 1 0.000 74 40 54 0.124 0.174 GIRDER 2 6.014 74 40 54 0.124 0.174 GIRDER 3 6,014 74 40 54 0.124 0.174 GIRDER 4 6,014 74 40 54 0.115 0.162 GIRDER 5 6.074 74 40 54 GIRDER 6 6.014 74 40 54 TOTAL 30.068 BENT NO. 2 (N 6Y2340" E) DISTANCE BETWEEN STATION LINE AND GIRDER 1 14.861 R GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 1 GIRDER 1 0.000 74 40 54 GIRDER 2 9.908 74 40 54 GIRDER 3 9.908 74 40 54 GIRDER 4 9.908 74 40 54 TOTAL 29.723 BENT NO. 3 (N 61°23'40" E) 15.034 R DISTANCE BETWEEN STATION LINE AND GIRDER 1 15.034 R GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 2 GIRDER 1 0.000 74 40 54 GIRDER 2 6.014 74 40 54 GIRDER 3 6.014 74 40 54 GIRDER 4 6.014 74 40 54 GIRDER 5 6.014 74 40 54 GIRDER 6 6.014 74 40 54 TOTAL 30.068 ZE OF TFl1 *:: •••••••': *I� Alteration of a sealed document without proper notification to the responsible / •••CHONG•KUK•HONG •••• / engineer is on offense der the Texas under / •• / Engineeri q Practice Act. The record copy / .... •......... •....... / of this drawlnq is on file at the offices of A80621 : Halff Associates. Inc.. 3803 Porkwood Blvd. •800, ,Q01 /,p •�� �� Q. Frisco. Texas 75034. TOPE FIRM •F-312. 4(6-f P--:? MARCH 1 • 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION co- IN BRIDGE SB FRAMING PLAN KCS RAILROAD OVERPASS 1OF6 3803 ■■■ HALFF FRISCOR X7503-8641 SUITE 800 FEL(214 618-45708641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 DH ": -i- D- SIl bIGU CHECKED: ESC DATE: 3118/20 CONTRACT No. SHEET 207 OF 488 DESIGNED: 11h DATE: SCALE: 1" = 20'-0" 0211312024 Item G. I I I I I I 287+00 288+00 -/ _)------------------�-- _ CL-PARK �_�- �"�---- BENT SA / �l BENT 88 289+00 STA 287+67.27 ( STA 287+69.62 fL BENT 7 I I GDR I / l GDR I BENT 9 STA 286+46.00 STA 288+90.00 GDR ANGLE (TYP) / / GDR ANGLE (TYP) GDR ANGLE (TYP) / I_ - _ - _ - _ - - - - - t 7 II BRG GDR 5 BRG BRG 1 3 7iYz, 0 3 SPAN 7 / (TY TX54 GDR) O1 SEE STANDARD IGEB FOR ORIENTATION OF DIMENSION. O2 GIRDER LENGTHS SHOWN ARE BOTTOM GIRDER FLANGE LENGTHS WITH ADJUSTMENTS MADE FOR GIRDER SLOPE. GIRDER REPORT GIRDER REPORT, SPAN 7 HORIZONTAL DISTANCE TRUE LENGTH(2) GIRDER DEFLECTIONS C-C BENT E-E GDR. C-C BRG. BOT. GDR. FLG. SLOPE A B GIRDER 1 116.790 110.794 109.229 110.805 -0.015 0.100 0.141 GIRDER 2 113.670 107,673 106.108 107.684 -0.014 0.082 0.115 GIRDER 3 110.550 104.551 102.987 104.562 -0.014 0.073 0.102 GIRDER 4 107.430 102.430 99.865 101.441 -0.014 0.064 0.090 GIRDER 5 104,310 98.309 96.744 98.319 -0.014 0.048 0.068 TOTAL 522.757 GIRDER REPORT, SPAN 8 HORIZONTAL DISTANCE TRUE LENGTH GIRDER DEFLECTIONS C-C BENT E-E GDR. C-C BRG. BOT. GDR. FLG. SLOPE A B GIRDER 1 122.207 116.243 114.687 116.300 -0.031 0.121 0.170 GIRDER 2 123,064 117.097 115.541 117.155 -0.031 0.115 0,162 GIRDER 3 123.921 117.952 116.395 118.010 -0.031 0.119 0.167 GIRDER 4 124.778 118.807 117.250 118.865 -0,031 0,122 0.171 GIRDER 5 125.635 119.662 118.104 119.720 -0,031 0.110 0.155 TOTAL 589.762 GDR ANGLE (TYP) L GDR 5 BRG �1 SPAN 8 PLAN (TY TX54 GDR) BENT NO. 7 N 57°0302" E DISTANCE BETWEEN STATION LINE AND GIRDER 1 GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 7 GIRDER 1 0.000 87 44 47 GIRDER 2 6.875 87 47 35 GIRDER 3 6.875 87 50 32 GIRDER 4 6.875 87 53 39 GIRDER 5 6.875 87 56 58 TOTAL 27.500 BENT NO. 8 (N 82°06'39" E) DISTANCE BETWEEN STATION LINE AND GIRDER I GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 8 GIRDER 1 0.000 71 48 19 GIRDER 2 7.352 71 43 49 GIRDER 3 7.352 71 39 23 GIRDER 4 7.352 71 35 00 GIRDER 5 7.352 71 30 41 TOTAL 29.408 BENT REPORT BENT NO. 8 (N 82°06'39" E) 15.000 R DISTANCE BETWEEN STATION LINE AND GIRDER 1 16.008 R GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 7 GIRDER 1 0.000 67 11 36 GIRDER 2 7.352 67 08 49 GIRDER 3 7.352 67 05 52 GIRDER 4 7.352 67 02 44 GIRDER 5 7.352 66 59 26 TOTAL 29.408 BENT NO. 9 (N 75°49'32" E) 16.008 R DISTANCE BETWEEN STATION LINE AND GIRDER 1 15.209 R GIRDER SPACE GIRDER ANGLE (C.L. BENT) D M S SPAN 8 GIRDER 1 0.000 78 05 26 GIRDER 2 6.973 78 00 56 GIRDER 3 6,973 77 56 30 GIRDER 4 6.973 77 52 07 GIRDER 5 6.973 77 47 48 TOTAL 27.894 PGL ZE OF •••TF•••�1 Jg4p:••' 'ry,Tl *:: •': *I� Alteration of a sealed document without proper notification to the responsible / •••CHONG....Z- ONG •••• / engineer is an offense der the Texas / •• / Engineering Practice Act. The record copy / •••�••••••••••••••••••� / of this drawlnq is on file at the offices of �, A;• 80621 •Halff Associates. Inc.. 3803 Porkwood Blvd. •800. �/,p •�� �� - Frisco. Texas 75034. TOPE FIRM •F-312. CEN too MARCH 1 , 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F1� co- IN up BRIDGE SB FRAMING PLAN KCS RAILROAD OVERPASS 40F6 3803 ■■■ HALFF FRISCOR X7503-8641 SUITE 800 FEL(214 618-45708641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 DHA": -i- D- Sll alGU CHECKED: ESC DATE: 3118/20 CONTRACT No. SHEET 210 OF 488 DESIGNED: 11h DATE: SCALE: 1" = 20'-0" 0211312024 Item G. � I 230.000' 100.000, 130.000' 4'-7/Xz" l BARS A AT 9" MAX SPA 4'-7�12" 2" END COVER OA (TOP) --- 5-0" LONG, P (BOTT) BARS T & D (TYP) SPACED BETWEEN l SEE PCP l BS-EJCP L—NOM FACE OF TY C221 RAIL WITH CLF-RO SEJ-M (4") - D (BOTT) GDR ] BARS A AT OVERHANG GDR ] THICKENED SLAB / THICKENED SLAB END. SEE IGTS FOR END. SEE IGTS FOR T (TOP) BARS G, H, J, & M M BARS G, H, J, & M ITSPAN ] / SPAN 2 FACE OF INVERTED T STEM G (TOP) & H (BOTT) CONTROLLED JT G (TOP) & H (BOTT) NOM FACE OF l OR CONST JT BS-EJCP l PGL / SEJ-M (4") TY C221 RAIL A (TOP) A (TOP) WITH CLF-RO bf:—� -- ---- --- -— - — - — - — - — b 15° 19'06" 15° 19'06" 15° 19' 06" 0 o g o Z SKEW D (BOTT) GDR 4 OA (TOP) - 5'-0" LONG, SKEW 4 GDR 6 P (BOTT) SKEW o z SPACED BETWEEN l SEE PCP l 280+00 BARS A AT OVERHANG 281+00 / CL-PARK 282+00 — - — - ---�- -------------------------�- -------------------------1---------- N43°55'26"W / BEGIN BRIDGE / L BENT 2 STA 281+08.00 / BENT 3 FACE OF STA 282+38.00 ABUT 1 BKWL STA 280+08.00 GENERAL NOTES: 1. ALL CONCRETE SHALL BE CLASS S, CONCRETE STRENGTH Pc = 4000 PSI 2. FOR GIRDER BEARING PAD, MISC. SLAB AND THICKENED SLAB END DETAILS NOT SHOWN SEE BRSM, IGD, IGEB, IGMS, IGND AND IGTS STANDARDS. 3. SEE PMDF STANDARD FOR DETAILS AND QUANTITY ADJUSTMENTS IF THIS OPTION IS USED. 4. FOR SEALED EXPANSION JOINT DETAILS NOT SHOWN, SEE SEJ-M STANDARD. FOR SEJ-M QUANTITIES NOT SHOWN SEE ESTIMATED QUANTITIES SHEET. 5. DEFORMED WELDED WIRE REINFORCEMENT (WWR) (ASTM A1064) OF EQUAL SIZE AND SPACING MAY BE SUBSTITUTED FOR BARS A, D, OA, P OR T UNLESS NOTED OTHERWISE. PROVIDE THE SAME LAPS AS REQUIRED FOR REINFORCING BARS. 6. FOR RAIL DETAILS NOT SHOWN SEE TRAFFIC RAIL TYPE C221 WITH CLF-RO. 7. FOR GIRDER LAYOUTS SEE FRAMING PLAN SHEETS. 8. ALL REINFORCING SHALL BE GRADE 60 STEEL. 9. PROVIDE BAR LAPS, WHERE REQUIRED, AS FOLLOWS: EPDXY COATED - #4 = 2'-5" 10. COVER DIMENSIONS ARE CLEAR DIMENSIONS UNLESS NOTED OTHERWISE. PLAN tE of TF�1 *P �9r��� Alteration of a sealed document * i * without proper notification to the responsible CH.. / engineer is on offense der the Texas / / Engineering Practice Act•The record copy /��ONGKUKHONG ..............� ../ of this drawing is on file at the offices of 821 •�O Halff Associates. Inc.. 3803 Porkwood Blvd. •800, - �/,p •�� �- Frisco. Texas 75034. TOPE FIRM •F-312. took "ONAL MARCH 1 • 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F1� BRIDGE NB DECK DETAILS KCS RAILROAD OVERPASS 1OF6 3803 ■■■ HALFF FRISCOR X7503-8641 SUITE 800 FEL(214 618-45708641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 D11A": CPM DATE 3/18/2022 DESIGNED: CICH DATE: 3/18/2022 CHECKED: ESC DATE: 3/18/2022 SCALE: 1" — 2U-0" CONTRACT No. SHEET 213 OF 488 0211312024 Item G. � I Q wLU 0 0 M 3 0 0 15° 19'06" 15° 19'06" 15° 19' 06" SKEW SKEW SKEW CL-PARK 280+00 281+00 282+00 ---�-- — - — - — - — - — - — - — - — - — - — - — - — - I-N43°55'26"W t8ENT -----------------------1----------BEGIN BRIDGEFACE OF OA (TOP) -- 5'-0" LONG, 2 P (BOTT) ABUT 1 BKWL / SPACED BETWEEN / STA 281+08.00 SEE PCP / BENT 3 STA 280+08.00 / D (BOTT) GDR 1 BARS A AT OVERHANG — — — — GDR 1 — / STA 282+38.00 _ - — - — - — - — — - — - - - — - — -— — — - — - — - — - — - — - — — - — - — - - — - — - — - - / NOM FACE OF THICKENED SLAB TY C221 RAIL END. SEE IGTS FOR WITH CLF-RO i BARS G, H, J, & M THICKENED SLAB SEJ-M (4") — NOM FACE OF TY C221 RAIL / WITH CLF-RO BS-EJCP �a 2" END COVER l BARS T & D (TYP) / 4-7V2" / T (TOP) END. SEE IGTS FOR BARS G, H, J, & M / SPAN 1 CONTROLLED JT SPAN 2 FACE OF INVERTED T STEM / l / G (TOP) & H (BOTT) G (TOP) & H (BOTT) A (TOP) •— - — - - — - — - — - — - — - — - — - — - - — - — - — - — - — - — A (TOP) - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - - - — -— — — - — - — - — - — - — - — - — — - — - — - - - — - — - - D (BOTT) GDR 4 OA (TOP) - 5-0" LONG, 4 GDR 6 P (BOTT) SPACED BETWEEN SEE PCP 100.000, GENERAL NOTES: 1. ALL CONCRETE SHALL BE CLASS S, CONCRETE STRENGTH Pc = 4000 PSI 2. FOR GIRDER BEARING PAD, MISC. SLAB AND THICKENED SLAB END DETAILS NOT SHOWN SEE BRSM, IGD, IGEB, IGMS, IGND AND IGTS STANDARDS. 3. SEE PMDF STANDARD FOR DETAILS AND QUANTITY ADJUSTMENTS IF THIS OPTION IS USED. 4. FOR SEALED EXPANSION JOINT DETAILS NOT SHOWN, SEE SEJ-M STANDARD. FOR SEJ-M QUANTITIES NOT SHOWN SEE ESTIMATED QUANTITIES SHEET. 5. DEFORMED WELDED WIRE REINFORCEMENT (WWR) (ASTM A1064) OF EQUAL SIZE AND SPACING MAY BE SUBSTITUTED FOR BARS A, D, OA, P OR T UNLESS NOTED OTHERWISE. PROVIDE THE SAME LAPS AS REQUIRED FOR REINFORCING BARS. 6. FOR RAIL DETAILS NOT SHOWN SEE TRAFFIC RAIL TYPE C221 WITH CLF-RO. 7. FOR GIRDER LAYOUTS SEE FRAMING PLAN SHEETS. 8. ALL REINFORCING SHALL BE GRADE 60 STEEL. 9. PROVIDE BAR LAPS, WHERE REQUIRED, AS FOLLOWS: EPDXY COATED - #4 = 2'-5" 10. COVER DIMENSIONS ARE CLEAR DIMENSIONS UNLESS NOTED OTHERWISE. BARS A AT OVERHANG l BARS A AT 9" MAX SPA 230,000' PLAN 130.000' SEJ-M (4") / PGL nh 85-EJCP / / 4'-7�'2, ZE OF •••TF�1 *P•••�'9�II� Alteration of a sealed document * i * without proper notification to the responsible CH.. / engineer is on offense der the Texas / / Engineering Practice Act•The record copy /��ONGKUKHONG ..............� ../ of this drawing is on file at the office 5 of 821 •�O Halff Associates. Inc.. 3803 Porkwood Blvd. •800, Q. �/,p •�� �- Frisco. Texas 75034. TOPE FIRM •F-312. took "ONAL MARCH 1 , 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F1� BRIDGE SB DECK DETAILS KCS RAILROAD OVERPASS 1OF6 3803 ■■■ HALFF FRISCOR X7503-8641 SUITE 800 FEL(214 618-45708641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 D11A": CPM DATE 3/18/2022 DESIGNED: CKH DATE: 3/18/2022 CHECKED: ESC DATE: 3/18/2022 SCALE: 1" — 20'-0" CONTRACT No. SHEET 224 OF 488 0211312024 Item G. Iv o zo 0 0 00 3 0 I 90,00,001, I I N I In o I NOM FACE OFI TY C221 RAIL WITH CLF-RO I I SEJ-M (4") NOM FACE OF TY C221 RAIL I WITH CLF-RO n 85-EJCP 118.181' (ARC) 240.050' BARS A AT 9" MAX SPA 121.869' 20°20' 16" BENT 8A / SKEW STA 287+67,27 4 BENT 7 288+00 7+00 STA286+46.0028-------�-_-_ — - — - — - — - — - — - — - — - — - ), OA (TOP) -- 5'-0" LONG, BENT 8B SPACED BETWEEN ( STA 287+69.62 —T CL-PARK GDR 1 BARS A AT OVERHANG /I GDR 1 P (BOTT)PCP - — - / D (BOTT) SEE THICKENED SLAB END. SEE IGTS FOR BARS G, H, J, & M T (TOP) CONTROLLED JT SPAN 7 OR CONST JT �— G (TOP) & H (BOTT) l / THICKENED SLAB — END. SEE IGTS FOR BARS G, H, J, & M SPAN 8 FACE OF INVERTED T STEM G (TOP) & H (BOTT) - — - — - — - — - — - — - — - — A (TOP) - — /- i GDR 5 L— CA (TOP) - 5-0" LONG,/ \ j GDR 5 L �C SPACED BETWEEN P(BOTT) / 2" END COVER I D (BOTT) BARS A AT OVERHANG SEE PCP o BARS T & D (TYP) 102.74P (ARC) 126.113' (ARC) / o I_ 228.854' (ARC) 4'-6 %" 09°27' 17" 7FI SKEW 289+00 l BENT 9 l STA 288+90.00 / / SEJ-M (4") I / PGL 85-EJCP ZE OF TF�1 *:: •••••••': *I� Alteration of a sealed document without proper notification to the responsible / •••CHON.....Z HONG ••. / engineer is on offense der the Texas / / Engineering Practice Act•The record copy / •••.•••••••••••••••••• ••/ of this drawlnq is on file at the offices of A;• 90621 : Halff Associates. Inc.. 3803 Porkwood Blvd. •800. �/,p •�7 Frisco. Texas 75034. TOPE FIRM •F-312. EN too PLAN MARCH 1 , 202 . "NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F1� co— IN up BRIDGE SB DECK DETAILS KCS RAILROAD OVERPASS 40F6 3803 PARKWOOD BLVD, SUITE 800 ■■■ HALFF FRISCO, TX 75034-8641 MMM TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DHAwN: CPM oATE3I18/2022 DESIGNEDclai DATE: 3/18/2022 CHECKED: ESC DATE: 3/1 $/2022 SCALE: I: I" — 20'-0" CONTRACT No. SHEET 227 OF 488 l�// l/� 1���� .•r(///i (,t f J1 /(/ 111 !� 'gyp/:/ItrtC �- - \'\\� __� \\\` _ -O _' ___-� 11 l �o�ITM/��0J 1T`3 f52} o -=a _-�- -� �� �'>o -� lbro -/r.-�5,415//r\vll� c 1J 1(I ',' \'I~1\\\�,�/J�/ �I,, J%� 1� \ \� �(1 / 505 /J {I(l C 1 I 1Jl( 111 { I 11 Nlsl` 515 \ /'�/i J i//� %J ! \�\ \�\�JJ //� / IIIS Il� /�F/(< �n� !1/ �f/f�\�_ 5 5 52� ��25_--�-- S-/ \�l \) J C//�� / J/!! o��- Cll / I )Il5,+)?- / � // 6 l 1\l1✓ / 520 �l r ( li lIO (�I /j�-� ;r' \ t� \ , // (r �J 1 1 % / /711 Y r/ //i//��III 1 t 1 ($3i5 / /I i t 1 il` \� rs>s 1� /u 595:/� o% / Jlll)i((JII I��>(If d / lbw '�s3si _-,Cj� I/ 1 ,�, I °�1 �)- � / I/ ✓ � --�_ �� � ( - -_= J II {1( vs `5 \ \ \ �` _ r`� i� 1}� = 1' �lj ��` 1 1J11 �1 111 l�Jl 510 1I I \ / 530//l �-�f \ 1 s$^j S , /1,( II\� _� _ c__ L I1 (f5op,,/'�/// / - �� �'�i� I(I\\ 1J ^y J_J 520 -.� tll / / / � A .rr/szo / /`- __-_- o�� l 1 I Vlsa's III // / / -t- I ( /I I(IIi .C°£>--� -I s \ a 1l \11 IIIIIIII�i/%/�j��} /^� �5zof \ 1�\\ r ( \ \ I I1 d ��- 1 1// ���JII_�1 / / //� / /�//r �b�_- /'jam ll` /1 l 1 \)I(II§o`�c r\ 1 ( I I w I \ I/ I s o /^ / / �V \ f'- f / J/�/�A� `�/ �/ 1.../♦ \ _ 110 I11II'{ Ios , �j / i s5 '� `_ \ I I II l (\��t clF /i/ / / i/o r / /i �' / \ i` \ \t \\s\\(III`\ i}Ir/III �_-��-�_-'�w_�3%3ss\> sC`� 1\mac �szs \� Iil �/%i/ ii�/�l/�r%� {t _\ \\ _ J 1) / �/ 1 �f/ JII��/ir re5- Y% >�11 (i IIIII �///� \/ 11 s4o ro IQ ) I III I/f I PROPOSED/. I / / �f� / \ \ /(I (II//�l \�j1 3, J//// tint .,� i J s �ritir /. -Z J 4'I' r. 11 II,J{l % �/ /1 CULVERT 6 (l l i _ t �1 )I 1 1 / r� / /�� / I 11 IJII (Cr/Fib/i/ /�O f!\v\I/!` sz8//!55 \/ 525 U // / \ I/ -(mil O /- ' o a \ ,N. T.M. W.D.�1-10'x6' RCB / /v, L?59.�r 5F5 500f IIIIII� s0 by PROPERTY i J < / J , / / sro t Cq ! I �\ / �H / % o J Is /, a sos_ /1` ti ! 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I �JO CLEARWELLS \sg°(o 1 /%ice r' \ �) / / I I I,/ /'Sb -�=-�--/' -s2 \WITH CONCRETE ROOFS �J/� /' �20 0 L--.651N THE FUTURE \ 1 1�-\\tl \\.r /rf `� ,✓ ���Y l J �;o�5rs \ \ / t S l / �� y t �� `- -�� \ oc III / ( w /%� /ram /f t C l 1 \ > s T W I r,1 I • j 1 = \\ / \ / i vJ ' 2 5 %/ -i r \ ( l 1 I ( < Z j L `S 520 Z '"J[� DA-6 o5r1 {��°�`'r'(\1 "> i` /� �,_�� '- S C L. PARK STA 282+02.88 15S Pam\ 11 I sf /\ ) ( ;Cy �. PARK BLVD szs / > I..�/ \ / / A. v,I ^ SWITCHING LEAD STA 4100r+29 110.29-/I //�J I 11 t\\ /J/ /C </ C 535 / r'��^_Qyli ^/ \ } OB-120 s20� / Q szc- // .//1//�iS SF,( \\J// �1/`\ �/ ✓� / Oj J \ `1Eps���� ' / 1 �� T 1M-7J SZS' �T `WYLIE LAKES RR-__ 351 J L� /S��PHASE lA =}i//\ _�// S�G�\ON / �(G��_ �%_- --� 1 �RG�J Pg, / / �.....// / \' \ \ 0 5, i °=yi5%--v f's3p > ?� s-� Ole �z\ �L C s35. I�gg s ail J v^ r / P 'co �v5 r ..._ter/ vim\\ \ \ /� 35 _C.L. PARK STA 288+34 78 ��� \� "�- 535 `I � t ..Fs, AREAS OB-1 AND OB-2 //',- %� ..�1 � � _ 5� ' ��/ ;DRAIN UNDER THE BRIDGE.\ ��P��/ g =KCS MILEPOST T199.50 GREENVILLE SUBDIVISION S2 SEE STORM AND GRAD SHEETSry s3s �� , /� y - �'� KCSR MAINLINE STA 4102+24 �\ 1 li _FOR _ADDITIONAL INFORMATION. / ) gge\� �'�-�- I 5t \ \ \ 1 \ ��\ ts� / ' OB-2 ^-\ �Es/t \ oNf--'�`pp`�D 1)•'\` �.\�J-- / �) sao ( KCS INTERMODAL��� - (�fiNNc�\ 1LR i� -/\� ;I`� 1 FACILITY -1 525 \ 1 10.27 .QCuAN �1As ✓= CSC%�j G' `- ,1, �/ /yam Sys///.// \L a r )- �49 1510 h / /-'�-1•-r / _J i'�- \_i' 1 ( /�f" / L�1// \fir) 5 ) l /y' ����"� I ? (�t rl /! WALMART<rI IN L - i i I o i I i 0211312024 Item G.11 I 0 100 200 300 400 HORIZONTAL SCALE IN FEET LEGEND: MAJOR DRAINAGE DIVIDE -- MINOR DRAINAGE DIVIDE 0- EXISTING CONTOUR DA-1 DRAINAGE AREA NAME )E 15.1 AREA IN ACRES DIRECTION OF FLOW NOTES: 1. RAINFALL INTENSITIES BASED ON TECHINCAL MEMORANDUM NWS HYDRO-35 DATED, JUNE, 1977 AND TECHNICAL PAPER NO. 40 DATED, MAY, 1961. 2. N.T.M.W.D. OPEN TREATMENT FACILITY AREAS ARE EXCLUDED FROM DRAINAGE AREAS. C-VALUES ARE BASED ON WEIGHTED COMPUTATION USING THE FOLLOWING LAND USE VALUES: RESIDENTIAL = 0.60 ROADWAY - 0.90 ROADWAY W/15' BUFFER= 0.80 ROADWAY W/30' BUFFER= 0.75 PASTURE = 0.40 INDUSTRIAL = 0.90 WOODS = 0.30 RAILROAD AREA = 0.50 DA NAME AREA C Tc INTENSITY 0100 (ac) (min) (in/hr) (cfs) DA-6 110.29 0.66 16 7.00 511.03 50.07 0.60 30.67 0.90 10.99 0.40 9.02 0.30 5.29 0.90 DA NAME AREA C Tc INTENSITY Q100 (ac) (min) (in/hr) (cfs) OB-1 11.11 0.35 20.00 7.00 27.61 3.05 0.50 8.06 0.30 OB-2 10.27 0.37 11.11 7.00 26.79 2.62 0.90 7.65 0.50 cal appearing on this document was rized by Thamir Michael Weaver, 38236 on 03-18-22. Alteration :aled document without proper cation to the responsible engineer is 'ense under the Texas Engineering Ice Act. TBPELS Engineering Firm #F-312 "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 [:�� COLL IN F, DRAINAGE AREA MAP OFFSITE I mom3803 PARKWOOD BLVD, SUITE 800 ■■■ HALFF FRISCO, TX 75034-8641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 CRACKED: DWNTTMW DATE: 913012021 SCALE: E: BOO DATE' 9r30r2021 CONTRACT No. 35192 SHEET 237 OF 488 DMAP-03 c DMAP-03-35192.E9n &18I2022 3:0 2v8 \ 11 I i I/i i/ iiI�1llrin,l�.n.(("( , I, I I �\ \ -\ '\ \ , IIrIIIIII)rl, \u\``\`\ \ j i j'J Illy IIII 1 { I' \_ \� `� \ \'\ lli` I �` \\\\ \ IIII�1III IIII111IIIl ill IIII IIqh\11,\\\ \ \\ \ I 1 11 IIII IIII IIII IIII IIII II 11 I 1 / / / 1 1 \ I IIII II II I I ,� 1 1 11/ /%/ / / 1l 1 1 \\ I ( l� \ \ \\ \\ \\ cn / / 1 \ I I , I I I I II ( \ \ \ \ \ 1 I I IIII I I \ I a\(� / Jl / I 1 \ I l 1 \ \ \ \ 4` I / //. J / / /I\111 JIII//Inllnulllll\ 11{ \ III III,II/ 1505-�\ /��,I I\/I\\ 1 \� \ \ \ \\- / / N \ p r 1 fl \ \ \ \ 1 I III I , Jl \f 1 \ /7\ �� \ \ \\ -� \� h //J//1 llllllll11111111111(\\`\\11)/I \ \\\\ \ \ /.. "�( � lll(ll\ \ �\�I\�\\\ \ , 1 \ I \ \ 1 1 I 111111111I11 \\ 1 )1) \\1*--\\r// mil�\�,� ' I11 \\I II 510_�`,\�� ,���\`� ��J)3I/17.., i fl(�I SRl �i%� \\\\\\�\\��� -1 �\✓/ / ice}{/,/,/ / / / / / /^i I \\ `\ 1 / / i' CULVERT ✓�// /���//)>I� 1'1 i����),l 11/ I l \ fJ I ' l 1 1 \l1\�\\\\\ \\� -\��\/ I / �IIf// �/ / / / i� / ;�j 35 // 1I _/l/�I'\ ~,��;,� \C���i�r� I \\ (, /I \\ \��\\\\\�\;_=�__ 1 j/,� 1.10 PROP. 48" RCP / / / lll\ �'�� / / 1� , / I \-_-_� / ` � \ \ \�\\" \\ \\�\� 1f �I/� / / / // - 1 - / fs = D0V.3H5i CULVERT 2 3C PROP. 8'x6' RC 1 O f.\�), 0.75 ,✓-(.III I r `/ f'1 r /I / / �J/ / � / / 717 lII 3E Z\\ %�/� .\. \ �\��JII� f // /�'' /.. �% / I II� �4Z I i l 1 I \\ 1 (( (\\\ 1.05 ' , h IIII II \ \ W 2D ` \ \ � �\\\, \\y- 1 I \ �\\\ \\\\ �1if� �)) _�\\ \ \�\i� �i /. ii� , 1 I l \ , � 0.50 / \ _ \\�\\\ \\`� � .'il \ \ r•`/, /:, f jam.; \ I\ �� f / _ \5�2011 r l C.L. Z - / s- ) \ BLVD Q =-On - \� I t..A... r I 1 11� I -5'00 i l _DE3F 62 1.220.36 �0.26 0.47 (I5.5-41i%_ 048 0.36 ��1 I Or L //A r 1 \� � 5 5 ✓�i { I / / I / /i / / a� �,� \� \� h /r / f t r (I III I / I/ I I .4 Il\ 1till EXISTING LAGOON IIII n IIII r/ I /(I/ I III 4� ��I / /�I II 540 I /v )11L(l�\\II,I I; I j i I 1 I II II li/// IIII I / .. /I � II�II� IIII -\ / I I °� I ( 1 I I' \ \ \ I /^ ) " / / \ \ _ / X j /- r � � 11 `,<- 0 \\\ ✓ 1 � / /,� I \ 1 J I I \ \-� `� �4� /I (` //' l'�\ \\�1 `� �1\..`-i� / / \�\\ ���\\� l ✓-�� I I ` 1\t I 1 `,\ \ .,2�`-�// I EXISTING SPENCER LN ---- / �t _ I DRAINAGE AREA OIS� \ \ \ \\ (\WYLIE LAKES, 2006) , \ v`` 1 \ � . / J L I / � .-. \ \` \� \\ I\ \ \ (\ 0\\I ( \\ \ J \II \\\\ \\ \\ \\ / I �1 _- - JI \I ,I I `�-� T': DRAINAGE AF2EA5 FOR 1 :1J \ _ / I \\\\\\ } [✓ 1//( \ \ \ �\ 1 \ I I 1 \ I I �W - _ I /I I I 1 INOASSUME Q�.:i'�, \ 1� I \ \ /-/�e�`�-- I I,i\�i- �\ \ BRIDGEDEfK URATUWHMHTE l� ll1 /lO:b: 6E \ \\ ,y�/� �Z I I �1 Il I CONTAINS ACON RIDGE •SURFACE �// i''l �:j;;7i /��/✓/' 66 I LA I RUNdkF ON TR TURE. '/�'�/` 1.33 � ` \ \�. 6C 6C \ J \ \ I 111 0.98 I / fL , Oti 1 / // /// 1 \ i �� fir. ,.;.:`,'IQ I / ; \\ 1 111 ( I `✓ fr' 01 �. (: �J�� ' 1 C-N 3/ v\ I I I\ r\ \ 1;; \/ /JI (/' 0.32 0.29 ti a. I ' \ f ' ` C.L. PARK BLVD I r I 6G 1/ lI//;i'l� 1:::: 1 0211312024 Item G. I I 0 50 100 150 200 HORIZONTAL SCALE IN FEET DRAINAGE DIVIDE -- DRAINAGE SUB -DIVIDE DA-1 DRAINAGE AREA NAME 15.1 AREA IN ACRES DIRECTION OF FLOW NOTES: 1. RAINFALL INTENSITIES BASED ON TECHINCAL MEMORANDUM NWS HYDRO-35 DATED, JUNE, 1977 AND TECHNICAL PAPER NO. 40 DATED, MAY, 1961. 2. N.T.M.W.D. OPEN TREATMENT FACILITY AREAS EXCLUDED FROM DRAINAGE AREAS. 3. ROADWAY DRAINAGE C VALUES USED: BOUNDARY AT R.O.W.: C=0.9 BOUNDARY 15' OFF R.O.W.: C=0.80 BOUNDARY 30, OFF R.O.W.: C=0.75 4.OFFSITE ONTO ROADWAY C VALUES USED: INSIDE R.O.W.: C=0.9 BUFFER STRIP: C=0.3 RESIDENTIAL: C=0.6 COMMERCIAL: C=0.9 cal appearing on this document was rized by Thamir Michael Weaver, 38236 on 03-18-22. Alteration :aled document without proper cation to the responsible engineer is 'ense under the Texas Engineering Ice Act. TBPELS Engineering Firm #F-312 1.56 l� It- "FOR AGENCY APPROVAL ONLY \ /I / \ s r J \ I \':uf/�ii r �- / r.. �_..� NOT FOR CONSTRUCTION 27 PARK BOULEVARD EXTENSION Z.......„, * \ \ \ \ I 1 -�-t \ \ 1 a .r`. ,, I I 2ao+ o l / /, / I ,'l " +Y+ \ \ -�-�'- -�-- _ - 1- I \ \�\, \\ 1, r--- PARK BLVD I s:.. 1 .,. 0.97 ................. N\U 1.03 0.3 �1.22 /? 1.60 '// 7 = ass.. W Nn W \ 1 \ \ \ \��\ : CULVERT 6.\\ \ ; I I �__ \ _ / f �.., l`�l ' 1.��1/�,h-' \ I PROP. 1-10'x6' RCB \ \ \\\ \\ r/ t / I I _/ _ \ /iF,.r i;�' / ar� \ U \v. \\\\I \\\ l_il I �/� f rib \ \ I 1 \ if \ �:. 1 �- � I <ndlll� / /" N ly/,fir •�-/:' � � O 5.54Ej? \ \\�\\\\\\\\\ ( �^* �� �r(Y / / ! I \ \\ I I I \ \ I t ( I////✓ 1.>'{: / // r ) l I I)),��-I-� r_S n /- I I I DRAINAGE AREA MAP ROADWAY 1 mom3803 PARKWOOD BLVD, SUITE 800 ■■■ HALFF FRISCO, TX 75034-8641 TEL (214) 618-4570 mom FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN CHECKED TTMW DATE: 9I3012021 SCALE:NED BOO DATE' 9/30/2921 CONTRACT No. 35192 SHEET 240 OF 488 DMAP-06 DMAP-W-J1192.dp N18/2022 3:0 2gg 1 0211312024 Item G. I I N w O k o WYLIE LAKES TOWNHOMES ADDITION I„ � 'll i Fk Lo SS J; C3 --�--�---------PROP. R.O.W.fL II ao CONNETIT X. 33' RCP ; w 17+0 LINE 6-B € - - - -- � - - 24" RCP- --- - - c n I vl o TAAS �I :� O INVESTMENTS' I M LLC W' PROP. GRADE: EX. 8" W.L.- ABANDONED IN PLACE 24-:RCP & 1.60% 0100:- 23.7 CFS SF = O.01101 FT/F V = 1.56 FPS V2/2G = 0.89 FT OCAP: = 28.42 CFS 7+00 ................. OTHERS) = 5.24.5 +/ EX. 6" F.M. SS FL := 525.2 +/- 8+0 RUCT [60' WYE STA EX. 8" 5S Ir = 515.4 +fII .........................._ II M LINE6-B NLL CAUTIONIII EXISTING STORM DRAIN TO REMAIN. TAAS LOCATON SHOWN IS SCHEMATIC IN NATURE INVESTMENTS AND MAY NOT ACCURATELY REFLECT SIZE, LLC HORIZONTAL, AND/OR VERTICAL LOCATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION PRIOR TO BEGINNING CONSTRUCTION. 10' PROP. TEMP. CONST. EASEMENT PROP. R.O.W. ------------------- ------------ r - - -- - -- I C_ STA 274+00.00 C.L. PARK BLVD CONSTRUCT 20'RECESSED CURB INLET 6G 5' P -- - - - p0 P. TEMP. CONST_EASEMENT 0 10 20 30 40 HORIZONTAL IN FEET o 2.5 5 7.5 10 VERTICAL SCALE IN FEET LEGEND - - - - - PROPOSED STORM DRAIN FX. 42' RCP EXIST. STORM DRAIN - -- - --- PROPOSED R.O.W/OUTGRANT ESMT. STA 273+94.67 C.L. PARK ------- EXIST. PROPERTY LINE 0 I STA 8+69.63, LINE 6-13 CIA PROP. EASEMENT FL 18'= 530.26 + STA 8+45.96 LINE 6-B EXIST. EASEMENT \ INSTALL 60' BEND N PROP. RETAINING WALL PROPOSED PROTECTION STONE RIPRAP C.L. PARK I 274+00 BLVD 275+00 2 WI� PROPOSED CONCRETE RIPRAP --- -- NOTES: 1 ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED \ �y U OTH2. ALL PROPOSED STORM DRAIN LINES ARE CLASS III AND 18' RCP UNLESS OTHERWISE NOTED. � \ 3. ALL PIPE BEDDING SHALL OTHERWISE BE CLASS E NOTED. SHAPED SUBGRADE OPTLESS IONS WILL STA 273+94.67 C.L. PARK STA 1+90.64, LAT GH FL 18'= 530.26 PARK BLVD NOT BE ALLOWED. 4.REFER TO ROADWAY GRADING PLANS AND CULVERT LAYOUT SHEETS FOR PROPOSED GRADING AROUND HEADWALLS, INLETS, DITCHES AND OTHER DRAINAGE C- FEATRES U. I 5. FOR CURB INLETS 14' OR GREATER CONTRACTOR �------------ SHALL NOT CONSTRUCT SUPPORT WALL ABOVE ------- ----------------_----_ _____ LATERAL CONNECTION. PROP. R.O.W. - 6. ALL LATERAL AND TRUNK LINE WYE CONNECTIONS V00 ARE 60' UNLESS NOTED OTHERWISE. MANHOLE POSITION SHOULD BE ADJUSTED TO AVOID PIPES $ INTERSECTING MANHOLE CORNERS. F� STA 274+00.00 C.L. PARK BLVD 7. PIPE SIZE CHANGES OCCUR 3 LINEAR FEET UPSTREAM CONSTRUCT 20' RECESSED CURB INLET 6H OF WYE CONNECTION. CONTRACTOR SHALL NOTIFY TAAS TC = 534.76 ENGINEER OF ANY ADJUSTMENTS. INVESTMENT 8.CONTRACTOR SHALL USE FILTER FABRIC ON ALL PROTECTION STONE RIPRAP PER TXDOT STANDARD LLC SRR. 9. WHEN STORM DRAIN IS LOCATED WITHIN THE SUBGRADE TREATMENT DEPTH,CONTRACTOR SHALL COMPLETE ALL EARTHWORK MANIPULATION TO A POINT 12' ABOVE THE TOP OF PIPE ELEVATION AND / THEN INSTALL PIPE WITH EQUIVALENT BACKFILL PROPERTIES. - PROP. 100-YR H...G...L ....... o .,...18...RP0 ...;98.- ................%..... - 2RC1.9 -----� 0100=11.9GFS ................5 SF = 0.01107 FT/FT €V = 6.72 FPS V = 7.58 EPS V2/2G = 0.76 FT V2/2G = C1.89 FT OCAP = 14.67: CFS OCAP = 31i59 CFS .......................... :.............. ............... ;......................... .... ;....................... MOD W tL Q ..........................:...........D! NN m Ill ............... of ;..................... . c .... : .................� WN II N J m aD J J a0 J ¢ 8+00 eal appearing on this document was rized by Thamir Michael Weaver, 38236 on 03-18-22. Alteration :aled document without proper cation to the responsible engineer is 'ease under the Texas Engineering Ice Act. TBPELS Engineering Firm #F-312 535 "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" 530 PARK BOULEVARD EXTENSION 1 525 I 520 DRAINAGE PLAN/PROFILE 1 STA 271 +50 TO STA 276+25 3803 PARKWOOD BLVD, SUITE 800FRISC1 HALFF TEL FAX (O14n39 0095 641 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNED: TMW DATE: 9/30/2021 CHECKED: TMW DATE: 9I30/2021 SCALE: 1„=40, CONTRACT No. 35192 SHEET 276 OF 488 STM-24 STM-24-35192.E9n 3/18/2022 3:0 273 I it i I TAAS I VVESTME�TS LLC I 5' PROPj 7 E M_P. I Iw �N Ac CAUTIONIII EXISTING WATERLINES IN THE AREA. WATERLINE ON CONSTREASEMENT IW �P'---- J I� LOCATION SHOWN ARE SCHEMATIC IN NATURE i \ AND MAY NOT ACCURATELY REFLECT SIZE, KCS RR I� HORIZONTAL, AND/OR VERTICAL LOCATION. PROP. RAILROAD a IQ a 13 THE CONTRACTOR SHALL VERIFY THE EXACT PRIOR TO 120'PROP. CROSSING AGREEMENT o ; LOCATION BEGINNING CONSTRUCTION. ROADWAY O a Q IW CONTACT AFFECTED UTILITIES AT LEAST 48 EASEMENT HOURS PRIOR TO CONSTRUCTION IN THIS AREA. PROPOSED CON CRETE DRAINAGE w x I (1-800 DIG- FLUME AND SLOFE PROTECTION. SHE�TAD GRSEE FO -16TIONR L� STA 280+05.60, 49.00' LT, C.L. PARK ADDITIONAL P.I. CONCRETE RIPRAP I � I — 3.0' 00 N � + 0 I C.L. PARK BLVD 278+00 280+00 • /° ° °28127 WJL—_—_—_—_ _ L _—_—_—_—_—_—_—_—_—_—_i a / • H LA e, j % >� + PARK BLVD ,I I O I ------ 93.5' — --- ��_ STA 279+85.40, 49.00' RT, C.L. PARK P.I. CONCRETE RIPRAP STA 280+77.58, _5.0' 26 / C.0 PARK I PROP. RAILROAD P.I. CONCRETE CROSSING AGREEMENT . / RIPRAP/ �/ 115' PROP. ROADWAY i PROP. ROADA ��R EASEMENT / b A ME l I I NT —� 40' PROP. TEMP. CONST. EASEMENT' t NO DRAINAGE PROFILES THIS SHEET 0211312024 Item G. I I 0 10 20 30 40 HORIZONTAL SCALE IN FEET 0 2.5 5 7.5 10 VERTICAL SCALE IN FEET =11111915"Ed Mai — - — - — PROPOSED STORM DRAIN FX. 42' Rr..P EXIST. STORM DRAIN -- — --- PROPOSED R.O.W/OUTGRANT ESMT. ------- EXIST. PROPERTY LINE ---- PROP. EASEMENT ---- EXIST. EASEMENT PROP. RETAINING WALL PROPOSED PROTECTION STONE RIPRAP PROPOSED CONCRETE RIPRAP NOTES: 1. ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. ALL PROPOSED STORM DRAIN LINES ARE CLASS III AND 18' RCP UNLESS OTHERWISE NOTED. 3. ALL PIPE BEDDING SHALL BE CLASS B UNLESS OTHERWISE NOTED. SHAPED SUBGRADE OPTIONS WILL NOT BE ALLOWED. 4.REFER TO ROADWAY GRADING PLANS AND CULVERT LAYOUT SHEETS FOR PROPOSED GRADING AROUND HEADWALLS, INLETS, DITCHES AND OTHER DRAINAGE FEATURES. 5. FOR CURB INLETS 14' OR GREATER CONTRACTOR SHALL NOT CONSTRUCT SUPPORT WALL ABOVE LATERAL CONNECTION. 6. ALL LATERAL AND TRUNK LINE WYE CONNECTIONS ARE 60' UNLESS NOTED OTHERWISE. MANHOLE POSITION SHOULD BE ADJUSTED TO AVOID PIPES INTERSECTING MANHOLE CORNERS. 7. PIPE SIZE CHANGES OCCUR 3 LINEAR FEET UPSTREAM OF WYE CONNECTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ADJUSTMENTS. 8. CONTRACTOR SHALL USE FILTER FABRIC ON ALL PROTECTION STONE RIPRAP PER TXDOT STANDARD SRR. 9. WHEN STORM DRAIN IS LOCATED WITHIN THE SUBGRADE TREATMENT DEPTH,CONTRACTOR SHALL COMPLETE ALL EARTHWORK MANIPULATION TO A POINT 12' ABOVE THE TOP OF PIPE ELEVATION AND THEN INSTALL PIPE WITH EOUIVALENT BACKFILL PROPERTIES. eat appearing on this document was rized by Thamir Michael Weaver, 38236 on 03-18-22. Alteration :aled document without proper cation to the responsible engineer is 'ense under the Texas Engineering Ice Act. TBPELS Engineering Firm #F-312 "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION col- 4 F""\ DRAINAGE PLAN/PROFILE STA 276+25 TO STA 281 +00 BLVD, SUITE 800 0mom 0 HALFF FRISCO, TX 75034-8641 FRIS O,TX7503 MEN TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDTMW DATE: 9/30/2021 CHECKED: TMW DATE: 913012021 SCALE: CONTRACT No. 35192 SHEET 277 OF 488 STM-25 STM-25-35192.Eg, .1...22 3:0 274 1 0211312024 Item G. I I E- rn 40' PROP. TEMP. / CONST. EASEMENT: / KCS RR �\( STA 281+07.:16, t4�0' L , C.L. PARK / P.I. CONCRETE NIPOAP 5.0' 26' U. 28 + / P C011CR T / .STA 8 +03.5 P.I. 0 RETE 1 —� PROP: / G L50'PROP.TEMP.CONST.EASEME — — — — — — — — — — —/KCS RR4�11IAJ KCS RRA,282+66.57, tP- 54.00' LT, C.L. PARK P.I.rONCRETE RIPRAP . RAILROAD R SSING4EMENT — •� STA 282+91.39, 49.00' LT, C.L. PARK --3.0'P,I. 16, 54. PARK / / 20 .. 26 CONCRETE RIPRAP ------- PROP. ROADWAY EASEMENT -- STA ME 1 ,.57,-54 66 T. .L PARK d' wPROP �. ED CONCPoPo E7E DRAINAGE FLUME D SLOPE: PROTECTION. a e L SEE SHE GRAD t7 FOR ADDITIONAL 6R ITION. a! + ; :.. I tV e I EX. R.O.W. I PAR L ` ' ' 28��� ` 282 0 283+00 -- ---�--'—" -- 285+00 ,a- STA 282+81.30, 11i324.RT, C.L. PARK z A D.................................................................................'....:::::::::::::::::::::::::::::::...................... N Do ........... .............. ........... ... ....................... y a C c: .::1.......................... ............................... I e I Uj I l\ a d is PARK B PA LVD �:: I I I.. t RIPR P / a - EX. R.O.W. ----------- 31, -_� 4 00 T C.L. PARK AP; /—��20,. 5.0_� , O S S SSIGNSIGN---- 10' PROP TEMP CONST E--------- - — — ��' ASEMENT — SING MEN _Tot— STA 282+69.55,..49.00' RT, C.L. PARK TEXAS NATIONAL P.I. CONCRETE RIPRAP GUARD ARMORY BO A $2+36.99, 54. 0' T, C.L. PAFIK ,' } I P.I. C N RETE RIPRAP ; KCS RR la ': I. KCS RR I a t — / I 40' PROP. TEMP. CONST. EASEMENT i i I / I / I ' , I NO DRAINAGE PROFILES THIS SHEET 0 10 20 30 40 HORIZONTAL SCALE IN FEET 0 2.5 5 7.5 10 LEGEND VERTICAL SCALE IN FEET ----- PROPOSED STORM DRAIN FX. 42• PrP EXIST. STORM DRAIN -- — --- PROPOSED R.O.W/OUTGRANT ESMT. ------- EXIST. PROPERTY LINE ---- PROP. EASEMENT ---- EXIST. EASEMENT PROP. RETAINING WALL PROPOSED PROTECTION STONE RIPRAP PROPOSED CONCRETE RIPRAP NOTES: 1. ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. ALL PROPOSED STORM DRAIN LINES ARE CLASS III AND 18' RCP UNLESS OTHERWISE NOTED. 3. ALL PIPE BEDDING SHALL BE CLASS B UNLESS OTHERWISE NOTED. SHAPED SUBGRADE OPTIONS WILL NOT BE ALLOWED. 4.REFER TO ROADWAY GRADING PLANS AND CULVERT LAYOUT SHEETS FOR PROPOSED GRADING AROUND HEADWALLS, INLETS, DITCHES AND OTHER DRAINAGE FEATURES. 5. FOR CURB INLETS 14' OR GREATER CONTRACTOR SHALL NOT CONSTRUCT SUPPORT WALL ABOVE LATERAL CONNECTION. 6. ALL LATERAL AND TRUNK LINE WYE CONNECTIONS ARE 60' UNLESS NOTED OTHERWISE. MANHOLE POSITION SHOULD BE ADJUSTED TO AVOID PIPES INTERSECTING MANHOLE CORNERS. 7. PIPE SIZE CHANGES OCCUR 3 LINEAR FEET UPSTREAM OF WYE CONNECTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ADJUSTMENTS. 8. CONTRACTOR SHALL USE FILTER FABRIC ON ALL PROTECTION STONE RIPRAP PER TXDOT STANDARD SRR. 9. WHEN STORM DRAIN IS LOCATED WITHIN THE SUBGRADE TREATMENT DEPTH,CONTRACTOR SHALL COMPLETE ALL EARTHWORK MANIPULATION TO A POINT 12' ABOVE THE TOP OF PIPE ELEVATION AND THEN INSTALL PIPE WITH EQUIVALENT BACKFILL PROPERTIES. eat appearing on this document was rized by Thamir Michael Weaver, 38236 on 03-18-22. Alteration :aled document without proper cation to the responsible engineer is 'ense under the Texas Engineering Ice Act. TBPELS Engineering Firm #17-312 "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION col- 4 F""\ DRAINAGE PLAN/PROFILE STA 281 +00 TO STA 285+50 I mom3803 PARKWOOD BLVD, SUITE 800 ■■■ HALFF FRISCO, TX 75034-8641 TEL (214) 618-4570 MEN FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDTMW DATE' 9/30/2021 CHECKED: TMW DATE: 913012021 SCALE: CONTRACT No. 35192 SHEET 278 OF 488 STM-26 C STM-26-35192.E9n 3/18/2022 3:0 27J 1 I ............................I.....1.......° w w :.......... � � ~, �/ KCS RR ...................................:/....4.............. .—/—./...��.. ......... Q � ........... I 30' PROP. TEMP C NST ^.......y..................................... KCS RR PROPOSED CONCRETE RIPRAP.KCS T—=—f—q—a'—x �l x—x —( 4d PROP. TEMP. MI 2' DIMENSION FROM EDGES OF RR BRI GE COLUMNS AND CRASH WALL. 3 x`—X—x—x—x—x PRna�F�dPxLOl1SS-x3lLxx—X—x x—x� x—xxxx x—XxJ a/ �kl% 3l �L KCS R / PROP. ROADWAY EASEMENT ------- �- — --- 2 ---- --� S, WI "--- ' w ter / ; A� 1';I l ...............PROPOSED C NCR .... ............. .i...:.k� I FR MIN. DIMEN ON OM EDGES OF p`.. .:I`;? M I /j/ /M BRIDGE COL MNS AND CRASH WALL. o. "ji " \\ `, `. o , :, I%I , r I (EX. R.O.W.) A ,::,.. � awr : � ' i- \\ I 287+00 +C �[....I..i.. 9 L -— P, I I>l PROP. BENTx9 !. --- —__�-I /4l 2$9 W/ 12' CRASH WALL O� C9 286+00 o NB SIDE) w 29z 1 / /......::i.......::::::::.:::.::.....:.::NON SB SIDE)ALL (0 v W' z - , ARK BLVD ............. . ...I....... I > EX. -- OSSIN REEME T �� �1 - 1' '-1RAILRO _�-------' TEMP. .,C— -O- W— -/ TEXAS NATIONAL r it KCS R Im - PROP GUARD ARMORY BO — W1 V IW N.T .M.W. W �' — — /� l�� - Q I 130' R P. TE P. CONS- ' I NO DRAINAGE PROFILES THIS SHEET I 0211312024 Item G. 0 10 20 30 40 HORIZONTAL SCALE IN FEET 0 2.5 5 7.5 10 VERTICAL SCALE IN FEET LEGEND — - — - — PROPOSED STORM DRAIN FX. 42' Rf.P EXIST. STORM DRAIN -- — --- PROPOSED R.O.W/OUTGRANT ESMT. ------- EXIST. PROPERTY LINE ---- PROP. EASEMENT ---- EXIST. EASEMENT PROP. RETAINING WALL PROPOSED PROTECTION STONE RIPRAP PROPOSED CONCRETE RIPRAP NOTES: 1. ADIMENSIONST FA F R N NOTED ALL 0 FACE 0 CURB UNLESS 0 OTHERWISE. 2. ALL PROPOSED STORM DRAIN LINES ARE CLASS III AND 18' RCP UNLESS OTHERWISE NOTED. 3. ALL PIPE BEDDING SHALL BE CLASS B UNLESS OTHERWISE NOTED. SHAPED SUBGRADE OPTIONS WILL NOT BE ALLOWED. 4.REFER TO ROADWAY GRADING PLANS AND CULVERT LAYOUT SHEETS FOR PROPOSED GRADING AROUND HEADWALLS, INLETS, DITCHES AND OTHER DRAINAGE 5. FORTCURB INLETS 14' OR GREATER CONTRACTOR SHALL NOT CONSTRUCT SUPPORT WALL ABOVE LATERAL CONNECTION. 6. ALL LATERAL AND TRUNK LINE WYE CONNECTIONS ARE 60' UNLESS NOTED OTHERWISE. MANHOLE POSITION SHOULD BE ADJUSTED TO AVOID PIPES INTERSECTING MANHOLE CORNERS. 7. PIPE SIZE CHANGES OCCUR 3 LINEAR FEET UPSTREAM OF WYE CONNECTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ADJUSTMENTS. 8. CONTRACTOR SHALL USE FILTER FABRIC ON ALL PROTECTION STONE RIPRAP PER TXDOT STANDARD SRR. 9. WHEN STORM DRAIN IS LOCATED WITHIN THE SUBGRADE TREATMENT DEPTH,CONTRACTOR SHALL COMPLETE ALL EARTHWORK MANIPULATION TO A POINT 12' ABOVE THE TOP OF PIPE ELEVATION AND THEN INSTALL PIPE WITH EOUIVALENT BACKFILL PROPERTIES. The seal appearin on this document was authorized by Thamir Michael Weaver, / PE#138236 on 03-18-22. Alteration THAMIR M. WEAVER .. of a sealed document without proper �.... 138236 . .. notification to the responsible engineer is an offense under the Texas Engineering h,'OF /ICENSE� ���� Practice Act. TBPELS Engineering Firm #17-312 NAL G � OR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" I PARK BOULEVARD EXTENSION col — I DRAINAGE PLAN/PROFILE STA 285+50 TO STA 290+00 I mom3803 PARKWOOD BLVD, SUITE 800 mI m HALFF FRISCO,TX750348641 TEL (214) 618-4570 mom FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDTMW DATE' 9/30/2021 CHECKED: TMW DATE: 913012021 SCALE: CONTRACT No. 35192 SHEET 279 OF 488 STM-27 STM-27-35192.E9n 3/18/2022 3:0 276 0211312024 Item G. .. ............. S M�NS _ ........... k ..................... ...................... X/X�� .............. .................................. i ROP.SE P I KCS RR ��� =� — PROP ............ — TEMP . �0 U- - , ............... RETAINING WALL 7 I — ---- ----- 3 z-- ................... I 4 - STA 291+3 I C.L. PARK BLVD 8 CONSTRUCT 4'X ':.DROP INLET OS-2 I ° a4 7 - - - .......::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: PA R I COM GT TO EX. 18" RCP ' = I ................ ....................... ................................................... 4. r'. °....,...,..°...:..............,::::::....:. \ BLVD r� LIP = 533.00 �:.. C.. PARK BLVD I� P?-' STA + 04.95 C.L. PARK 4: + H-.. , .293 2 t�'JO .,. � INSTALL 45' BEND... �����`� _293+ �� STA 293+11.05 C.L. PARK 291-------- w`: +00 0 -i---.... N::I ---------_ -- -.:. i.:i -_ 12'W STALL 45' BEND N o `; ' ' ` STA 292+98.25 .C:t� ARK °i;: 294+ Ff — _ 00 z 00 _�-�-- �_�-� �:, : 1,�' a ° STA 293+17.69NC.L. PARK ..................d....I.:..E........................................................................................... :....< ! INSTALL 4 BE D 0 `.�...'.............................. I i STA 292+95.18 C.L. PARK ..:::::::::::::::::::::::::::::::::::::::........ � �� STA `:291+53.43 C.L. PARK BLVD W II CONNECT TO EX. 30' RCP °. 4'.RCP y �'-"` CON�T CT 10' CURB INLET 7D EX. 18' SD EX127' Sfi .: • :: STA 293+20.75 C.L. PARK .:::::::::::::::::::::::::::::::::::::::::::::::::... x (iNNECT TO EX. 21" RCP X. 30 RCP TIC= 531.54 o ti p � 3 ....... ..................: •. .- 33- I1+O0 — -- m CONTRACTOR SHALL REMOVE AND REPLACE 21' RCP AS NECCESSARY ....................... EX. — TO CONNECT TO EXISTING STORM ......... ':. J �� I A SYSTEM. ALL ASSOCIATED DR COSTS G SUBSIDIARY TO PLACEMENT COS S B RETAINING WALL 6 (_ � -_�•. I I OF INLET. _ --� o EX.18'SD P. O0 :: u =-------------- 30' PROP, --- CONST,EM "° EASEMENT PROP' TEMP\' TEMP, CONST, EASEMENT ' 30' pONST. LL o `' Uj N.T.M.W.D. Q I WAL-MART REAL EST 3 BUSINESS TR 11 z �, X XI N LLJ IW PROP. .CONTRACTOR TO VERIFY moo :FLOW LINE AND ADJUST �UU PROP. GRADE; _ EX. GRADE ---- INLET:DEPTH AS WCESSARY _-_� — — — — — — — — — — — EX. GRADE I _J EX.21'RCP @ 0.60% EX. 30' RCP 0.60% TL-ASS-T7' EX.3O'RCP 30' RCP ......................_...=..... .........:.... 52 ....................... _ ....................... ........................ —____— -- ---- ........................-----__--_ a 0.6 0% 9!6 . L====- REPLACE STANDARD EMBEDMENT WITH :"__ = EX. 1g' FtC :.•-: R CEMENT EATED BA SB SLOPE LANK ......................................................................................................................................................................................520................................................ I.................................................................. ........................ ........................ ....................... ...................... .... ... I + �f 0 10 20 30 40 ZHORIZONTAL SCALE IN FEET 0 2.$ $ 7.5.5 10 VERTICAL SCALE IN FEET — - — - — PROPOSED STORM DRAIN FX. 42• PrP EXIST. STORM DRAIN -- — --- PROPOSED R.O.W/OUTGRANT ESMT. ------- EXIST. PROPERTY LINE ---- PROP. EASEMENT ---- EXIST. EASEMENT PROP. RETAINING WALL PROPOSED PROTECTION STONE RIPRAP PROPOSED CONCRETE RIPRAP NOTES: 1. ALL DIMENSIONS TO FACE OF CURB UNLESS NOTED OTHERWISE. 2. ALL PROPOSED STORM DRAIN LINES ARE CLASS III AND 18' RCP UNLESS OTHERWISE NOTED. 3. ALL PIPE BEDDING SHALL BE CLASS B UNLESS OTHERWISE NOTED. SHAPED SUBGRADE OPTIONS WILL NOT BE ALLOWED. 4.REFER TO ROADWAY GRADING PLANS AND CULVERT LAYOUT SHEETS FOR PROPOSED GRADING AROUND HEADWALLS, INLETS, DITCHES AND OTHER DRAINAGE FEATURES. 5. FOR CURB INLETS 14' OR GREATER CONTRACTOR SHALL NOT CONSTRUCT SUPPORT WALL ABOVE LATERAL CONNECTION. 6. ALL LATERAL AND TRUNK LINE WYE CONNECTIONS ARE 60' UNLESS NOTED OTHERWISE. MANHOLE POSITION SHOULD BE ADJUSTED TO AVOID PIPES INTERSECTING MANHOLE CORNERS. 7. PIPE SIZE CHANGES OCCUR 3 LINEAR FEET UPSTREAM OF WYE CONNECTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ADJUSTMENTS. 8. CONTRACTOR SHALL USE FILTER FABRIC ON ALL PROTECTION STONE RIPRAP PER TXDOT STANDARD SRR. 9. WHEN STORM DRAIN IS LOCATED WITHIN THE SUBGRADE TREATMENT DEPTH,CONTRACTOR SHALL COMPLETE ALL EARTHWORK MANIPULATION TO A POINT 12' ABOVE THE TOP OF PIPE ELEVATION AND THEN INSTALL PIPE WITH EQUIVALENT BACKFILL PROPERTIES. eal appearing on this document was rized by Thamir Michael Weaver, 38236 on 03-18-22. Alteration :aled document without proper cation to the responsible engineer is 'ense under the Texas Engineering Ice Act. TBPELS Engineering Firm #F-312 535 "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" 530 PARK BOULEVARD EXTENSION coL— col- 525. 4F 5201 DRAINAGE PLAN/PROFILE STA 290+00 TO STA 294+50 mommom BLVD, SUITE 800 ■■■ HALFF FRIS O,TX7503 FRISCO, TX 75034-8641 618-4570 TEL (214) FAX 739 0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDTMW DATE' 9/30/2021 CHECKED: TMW DATE: 913012021 SCALE: 1„=40, CONTRACT No. 35192 SHEET 280 OF 488 1 STM-28 F- 1 0211312024 Item G. I I 51 . :.................................: ............................................................................................. ................a ............ �......................................................................... I —x—x—x—x—x HORIZONTAL ALE IN FEET .............I............................................................................................................... t—x—x L� ............................................. . ......................... ................................. ................................ I rr�o r x—x—x—x—x—x—x—x—xirasx—x—Xit� I. x_ x—x—x—x—x—x—x—x—x—x—x_—>P�$�—�*^��� — — — — VERTICAL SCALE IN FEET ------- — —II — O j — K CS R R I KCS RR PARKVD SCONSTA TRUCT m LEGEND RETAINING WALL 7 14' CURB INLEBL7A STA 295+85.00 C.L. PARK I TC = 532.00 i k STA 1+52.60, LAT 7A _--------- c? ----- PROPOSED STORM DRAIN FL 18'= 527.36 �z Pr-P ---------- I ------ EX. R.O.W. EXIST STORM DRAIN N OCz — -------- --- —FX--4J-- -- ANT ESMT. ................. FrC—" .................. FOC2 — - -- _ - ------- EXIST. PROPERTY LINEEOC2— > a PARK BLVD N PROP. EASEMENT + ---- EXIST. EASEMENT J PROP. RETAINING WALL PROPOSED PROTECTION STA 295+85.00 C.L. PARK I o Q STONE RIPRAP -•I STA 1+03.00, LAT 7A m 295+00 N-S—TAL-L— 30-`—BEN-D s2-9 + C.L. PARK BLVD 297+00 298+00 p� F�- PROPOSED CONCRETE RIPRAP ----- W-------- S29050+,8L6A50 C.L. PARK - --- — - — - — - — -�I -----�-- 9+00 — TA1+T 7A � NOTES:STA CONNECT TO EX. 18'RCP I z :� 1. DIMENSIONS TO FACE OF CURB UNLESS NOTED A ALL N ,................................................................................................................................. �J x OTHERWISE. :::::::::::...................... 2. ALL PROPOSED STORM DRAIN LINES ARE CLASS III STA 295+52.24 C.L. PARK STA 296+25.38 C.L. PARK AND 18' RCP UNLESS OTHERWISE NOTED. + + ( CAP EX. 18' RCP CONNECT TO EX. 42' RCP QQ' 3. ALL PIPE BEDDING SHALL BE CLASS B UNLESS vt Ex. 33' SD EX. 42' STA 1+00, LAT 7B EX. 42' SD Ex. 48' SD �1 rr�t. OTHERWISE NOTED. SHAPED SUBGRADE OPTIONS WILL NOT BE ALLOWED. O o ...............: ... Q.^�... 0 4.REFER TO ROADWAY GRADING PLANS AND CULVERT 12+00 ............ ..... -.............................................—..SS,Zl..X3...-0............................................7BLVD .................. LAYOUT SHEETS FOR PROPOSED GRADING AROUND .............. .. —...SSZ�..x3...-0...............SS.:Z(.... - x3 —0:— HEADWALLS, INLETS, DITCHES AND OTHER DRAINAGE -.-. _--------=---------- J---—.-.-. RETAINING WALL 6 EX. R.O.W. T-- `. -- -- 5. FOR CURB INLETS 14' OR GREATER CONTRACTOR - --------------------^ — — v �� -----,J '..'`' D SHALL NOT CONSTRUCT SUPPORT WALL ABOVE LATERAL CONNECTION. 1.fl..p{�QP.CQNST. EASEMEN& STA 296+20.00 C.L. PARK BLVD .. ALL LATERAL U LINECONNECTIONS `t. CONSTRUCT RECESSED 10' CURB INLET 7B ` ;STA 297+47.27 C.L. PAR4 ARE 60' UNLESS NOTED OTHERWISE. MANHOLE STA 1+10.77,LAT 7B CONS:TRUC : 10' RECESSED CURB INCONTRACTOR SHALL REMNE AN Z POSITION SHOULD BE ADJUSTED TO AVOID PIPES TC = 530.95 CONNECT TO EX. 18' RCP REPLACE 18' RCP AS NECCE:SSAR, INTERSECTING MANHOLE CORNERS. FL = 524.95 TC = 528.91 TO CONNECT TO EXISTING STORM '.� s 7. PIPE SIZE CHANGES OCCUR 3 LINEAR FEET UPSTREAM FL = 524.4 +/- DRAINAGE SYSTEM. ALL ASSot, AT.€? OF WYE CONNECTION. CONTRACTOR SHALL NOTIFY COSTS SUBSIDIARY TO PLACEMENT ENGINEER OF ANY ADJUSTMENTS. OF INLET. WAL-MART REAL EST 8. CONTRACTOR SHALL USE FILTER FABRIC ON ALL BUSINESS TR PROTECTION STONE RIPRAP PER TXDOT STANDARD SRR. 9. WHEN STORM DRAIN IS LOCATED WITHIN THE SUBGRADE TREATMENT DEPTH,CONTRACTOR SHALL COMPLETE ALL EARTHWORK MANIPULATION TO A POINT 12' ABOVE THE TOP OF PIPE ELEVATION AND THEN INSTALL PIPE WITH EOUIVALENT BACKFILL PROPERTIES. PROP. GRADE EX. GRADE �-« ---«� EX. 18" RCP :SLOPE UNKW.-�� 0• ----- ............ay ' CONTRACTOR TO VERIFY FLOW LINE AND AQJUST PIPE ;SLOPE AS NECCESSARY .................................... .. ..........:....... Z + 3 N O z. Q = Ln WI W j j LAT 7A 1+00 + ^z W + aD az F-o ao F-z tnU V1W 535 PROP. GRADE EX. GRADE ...................-------------------------- .............................. -............. II 530 ...........................4- II . ......... I ........------------------------------.525. f�ti � RAP y. ...................------ + -------------------------------------------------------520. ao N + u" Do T . ................ .............................. -515. Nf Ln al � w� u u LAT 7B JJ Li J Li W 510 1+00 1 505 RACTOR TO LINE AND fH AS NEC( GRADE w� INLET 7C J J J � L_ t� 1+00 eat appearing on this document was rized by Thamir Michael Weaver, 38236 on 03-18-22. Alteration :aled document without proper cation to the responsible engineer is 'ense under the Texas Engineering Ice Act. TBPELS Engineering Firm #17-312 "FOR AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION DRAINAGE PLAN/PROFILE STA 294+50 TO STA 299+25 mom 3803 PARKWOOD BLVD, SUITE 800 MEN HALFF FRISCQ TX8-45708641 TEL CO, 7503 - mom FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/3012021 DESIGNEDTMW DATE' 9/30/2021 CHECKED: TMW DATE: 913012021 SCALE: CONTRACT No. 35192 SHEET 281 OF 488 STM-29 STM-29-35192.E9n 3/18/2022 3:0 278 1 0211312024 Item G. I I \\\ I\ \\\ \\\\ \\\\ \\\\..+I `� / ql .1` TYPE 1 CONSTRUCTION EXIT \ \ \ N.T.M. W.D. \ _ ;'�ITY \\�,��� CITIY OF �\ 1 \ \ \ \\ q \ \\ \\ U.S. \� \VYLI Xto / / 1 �� WYL�jE �\ \�\\� \ 9� \ \ \ \ \ \ N\ .9� I / 4�_ / `\ \ \ \\ O! \ \ \ \\ I I I I I fix. \ _ \ \ \ � �\ \ \ \ \ \ ry \\ \ \� 11 I I I I I.,: I Rl.o.w, INSTALL SILT FENCE 179 LF"SILT FENCE \ \ 25 LF ROCK WHEN INLET BOTTOM \_ STA 265+20 TO ? CHECK DAM I I I IS CONSTRUCTED �� STA 267+10 \ F\ \ \ (TYP.) \\ \.` PROP. N1T.M.W.g. / \\ �1—� `CONS Ei4SE \\ \ \ \ \ \ \ \ PROP: DRAINAGE _�tyvT \ \\ \,\ \\ I / EASEMENT ORREfi ..5 \'+ L�-\ 26 0 \ \ \ 1 \\'\\ I 6 C� \2 + 26� \ \ \ \\ "`"".,.' \+a 1 RK SL V INSTALL INTERNAL PROTECTION Op.�R:O•W•�` _ p INLET PROTECTION \\ MMENT b T \\ DEVICE (TYPJ\ O «" —K= <INSTALL SILT FENCE r\ \ \ 15 PROP; O ( WHEN MANHOLE BOTTOMCONST• TEMP. WP•0 1 CONSTRUCTED ` 1 EASEMEN \ \ OP ENS (TYP.) _\ \�\\� \\ ) \..� \\ II \ 267 LF SILT FENCE \�\\\�\\ \ \� \ Q \+ \ \ STA 265+90 TO \ RR fl QRAINAGE \N\\ O�\\\\\ \\ \�� \` I \ \ STA 268+00 \ \EASEMENT 1 \ \ \ \\\\�\\\\�\\\ \\ \\ \ \ \ \ \ \\ \\ l \ \ \ \ \��\\\\\�\\ \ 1 1 \ \ N. M.W.D. \\\ \A I \ \\ LI 1 \�\ �� \ /� r Q I \�,0FP \\ \ \\ \ 1 \ WYL� LA S \TOWNHOMES \ \ 1 \X \ 1 TAAS \ ' I pQF $ \ \ x � I LLC INVESTMENTS AITI�N \ L. SPENC€R LNL. —.I W \ II \ 1 Q.W. \ \\ 1 1\ c 1 \I \ \ \ INSTALL SILT FENCE \ \ \ \ l \ 1 \ WHEN MANHOLE BOTTOM W S CONSTRUCTED \ uR //11�T.M.Vj6n Ai I / \ \ �i"` j (TYP.) \\ �II / KC� RR I I / \ \ _ _ 1 _ _ _ _ \ 10' PROk-TEMP I I ---,� I \ �CONST. EASEM�iVT 5• P i 11 I PROP."! \ \- —�� RO T p / / 146 LF SILT FENCE I \ \ C 'SE I STA 276+60 TO A. I C.L_P BLVC) \'? \\ \ PQ_ PR._0_W�—�_ EA EMEf��I'� STA 278+00 11 I OO _ j I r 27 +00 \ \ 872+06 \ / I + 00 _2-75+ 126276+00 \ 277+ORK BLVD 00 er / INSTALL INTERNAL Cn INLET PROTECTION I \ I --,-----T - I DEVICE (TYP.) _ W \ 1 1 \PRb�. R\O.W. J \ \\ S -- 11 i I II TYPE 1 CONSTRUCTION \ N o r\ I \PROP. R.O.W. _ U \ \ '}: ''II I I \ \ \ '\ \\ \ EXIT INSTALL SILT FENCE /I WHEN INLET BOTTOM \1.69 LF SILT FENCE I m /I � \ IS CONSTRUCTED\ STA 276+40 TO I \(TYP.I \ STA 278+00 /1 1 / / \ \ \\ I\ 'a,�/•!/ \\ \ oil;,;- \r \ =_ IAo1 � "�\ \\ � 5 � � I 1 N\TM.W.D. \ 2�� \ \ T AS TAAS \ w' KCSI RR \ \ \ \ \\R �+ INVES ENTS \=: \ INVESTMENTS , \ \ I'• \\ A I \ \ \ \ \\ 0 25 50 75 100 HORIZONTAL SCALE IN FEET LEGEND SILT FENCE --- SOD/SEEDING LIMTS ® INLET PROTECTION DEVICE ® ROCK CHECK DAM SOIL RETENTION BLANKET TYPE 1 CONSTRUCTION EXIT NOTES: 1. ALL DIMENSIONS AND STATION/OFFSETS ARE TO FACE OF CURB UNLESS OTHERWISE STATED IN PLANS. SILT FENCE QUANTITIES ARE APPROXIMATE. 2.INLET PROTECTION DEVICES SHALL NOT BE INSTALLED UNLESS AND UNTIL DIRECTED BY THE ENGINEER. 3. EXACT LOCATION OF STABILIZED CONSTRUCTION EXITS SHALL BE AS APPROVED BY THE ENGINEER. 4. CONTRACTOR SHALL REMOVE ALL DIRT DAILY FROM ROADWAY SURFACES OPEN TO TRAFFIC BY HAND METHODS OR BY SWEEPING AS APPROVED BY THE ENGINEER. 5.CONTRACTOR SHALL INSTALL PERMANENT HEADWALLS, END TREATMENTS, APRONS, AND RIPRAP IN CONJUNCTION WITH CULVERT AND AREA DRAIN INLETS TO MINIMIZE TEMPORARY EROSION. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #F-312 "FOR\AGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION coL EROSION CONTROL LAYOUT momTEL BLVD, SUITE 800 MEN HALFF FRISCO, TX 75034-8641 FRIS O,TX7503 MEN (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 WN T /30/2021 DATE' 9/30/2021 CHEcED: AK DATE: 913012021 SCALE: � CONTRACT No. 35192 SHEET 305 OF 488 SW3P-06 SW3P.0635192.dp 311W2022 302 0211312024 Item G. Cn \ 1 6117 LF SILT I JKCS FENCE 1< STA 278+00 TO STA 280+65 IIll�ll1111,1111 Irllll�j lliii'I �l j!1/! li��l !ii il: \ KCS RR IlII/llllllll l: 11 I I� l I(. ' l� l `1 'll 'll 'l„ /•/ , ill�--3EXA§ NATfONA6- � \ llllrllllrll l rll 111 ° lI l /' r r/ S r a�� GUARD ARMORY BO I llll/llllrll l' ��i 11(I'I '11111111I11 %d' �� \ 1 `1 Illl llll Il I;; ; ; I I;r l/ Ilr 1 / 1 /llrl, llil ;7r r� \ I I I llllrllllrll lI�1� �rlllrj/lllrlllll/%' / / l llllllllrl# llr`lll / I � l/III lil�llll�l�5/�l / I r/�/� � ..i / �1 / � Illl�l�l• 11 l�l:'Il l l l � 11 ,Ir; 1''l.11lrll,�rlll„rl 1 �. i l '"' .. 1 I \ N '1// )/ 11 I I I i .�I • r II II II,I \J KCS R�) - -1 KCS RR o .1.... /F I ........ .............. 30' PRO .. _CflNSTEM T. AM ; ' :................ PROP. � — max— M / !JrPARK BLVD ' ROADS CFt; ING AIG EEMENI �/ / I i _ +' PROP. T P. •� GQNT. EASAENT,� 1 INSTALLINTERNAL ' f) ijl�ll I iiI 1 I Iw INLET PROTECTION A` I - DEVICE (TYP.) R, Op I I O . TVAEXAS TIONAL //�II%'llli III 13 //� ; �I GUARD , ( ICS �R 1 I'< N.T.(I.W.D. \ ARMORY BO / I I II III 11 \ T�� I :If / j II II III III II I I � � o,l I I IH ' r_I I z ;w 3 Iz. W. Z I W I J IJ.I....W�I /�.........II'a 41 } a I....... w F WI rw I wI o I of LL,I o 'a IW 13 31 .. . ... I to .............................. ---- JT; — EX R.O.W.- — \ BLVD C.L 11 I �jfl i- �J /T— INSTALL INTERNAL�� INLET PROTECTION EN 1 �4) KCS RR \\\) (\ 203 LF SILT FENCE STA 292+12 T0� P.. ,tSTA 293+29 -_ z: I '� �30, \�\ i�h -W CONS�REASEMEEA NT (INSTALL SILT FENCE r/ WHEN INLET BOTTOM/ - ( IS CONSTRUCTED WAL-M�RT `) I'•••, . REAL ST I / BUSINE%S ?RILLJ 4z, __ W 0 25 50 75 100 HORIZONTAL SCALE IN FEET LEGEND SILT FENCE --- SOD/SEEDING LIMTS ® INLET PROTECTION DEVICE ® ROCK CHECK DAM SOIL RETENTION BLANKET TYPE 1 CONSTRUCTION EXIT NOTES: 1. ALL DIMENSIONS AND STATION/OFFSETS ARE TO FACE OF CURB UNLESS OTHERWISE STATED IN PLANS. SILT FENCE QUANTITIES ARE APPROXIMATE. 2.INLET PROTECTION DEVICES SHALL NOT BE INSTALLED UNLESS AND UNTIL DIRECTED BY THE ENGINEER. 3. EXACT LOCATION OF STABILIZED CONSTRUCTION EXITS SHALL BE AS APPROVED BY THE ENGINEER. 4. CONTRACTOR SHALL REMOVE ALL DIRT DAILY FROM ROADWAY SURFACES OPEN TO TRAFFIC BY HAND METHODS OR BY SWEEPING AS APPROVED BY THE ENGINEER. 5.CONTRACTOR SHALL INSTALL PERMANENT HEADWALLS, END TREATMENTS, APRONS, AND RIPRAP IN CONJUNCTION WITH CULVERT AND AREA DRAIN INLETS TO MINIMIZE TEMPORARY EROSION. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION col— coLL- EROSION CONTROL LAYOUT momTEL BLVD, SUITE 800 ■■■ HALFF FRIS O,TX7503 FRISCO, TX 75034-8641 MEN (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNED' AK DATE' 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: CONTRACT No. 35192 SHEET 306 OF 486 1 SMP-07r 281 1 0211312024 Item G. I I w� w Z I z J rl I �I r rl ¢I 0I a' I d o \� KCS RR KCS RR o� I KCS RR d I KCS RR INSTALL INTERNAL / INLET PROTECTION DEVICE (TYP.) ............. /.............................. EX_R.O.W.------ II 1- =----------------------L-----------------=-----J :> ---- — .............. ........ ................................................................................. ... .................................. / I ................ ............................... C.L. PARK BLVD 7WARWANW—WAII11111IN 304 PARK BLVD I�` r R7...... ---- - ----.. --_... .—._------ - ...........................:........................................ •::::........................................TOy"F�fYOP:':TEMP.; a •, . CONST. EAS E.N7 INSTALL SILT FENCE WHEN INLET BOTTOM IS CONSTRUCTED (TYP.) WAL—MART REAL EST BUSINESS TR 1:: 1 29 0 298+0_ - — - 0 25 50 75 100 HORIZONTAL SCALE IN FEET LEGEND SILT FENCE --- SOD/SEEDING LIMTS ® INLET PROTECTION DEVICE ® ROCK CHECK DAM SOIL RETENTION BLANKET TYPE 1 CONSTRUCTION EXIT NOTES: 1. ALL DIMENSIONS AND STATION/OFFSETS ARE TO FACE OF CURB UNLESS OTHERWISE STATED IN PLANS. SILT FENCE QUANTITIES ARE APPROXIMATE. 2.INLET PROTECTION DEVICES SHALL NOT BE INSTALLED UNLESS AND UNTIL DIRECTED BY THE ENGINEER. 3. EXACT LOCATION OF STABILIZED CONSTRUCTION EXITS SHALL BE AS APPROVED BY THE ENGINEER. 4. CONTRACTOR SHALL REMOVE ALL DIRT DAILY FROM ROADWAY SURFACES OPEN TO TRAFFIC BY HAND METHODS OR BY SWEEPING AS APPROVED BY THE ENGINEER. 5.CONTRACTOR SHALL INSTALL PERMANENT HEADWALLS, END TREATMENTS, APRONS, AND RIPRAP IN CONJUNCTION WITH CULVERT AND AREA DRAIN INLETS TO MINIMIZE TEMPORARY EROSION. The seal appearing on this document was authorized by Donald Adam Kane, PE#107449 on 03-18-22. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. TBPELS Engineering Firm #17-312 "FORAGENCY APPROVAL ONLY NOT FOR CONSTRUCTION" PARK BOULEVARD EXTENSION 4 F""\ EROSION CONTROL LAYOUT BLVD, SUITE 800 0mom 0 HALFF FRISCO, TX 75034-8641 FRIS O,TX7503 MEN TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNEDAK DATE' 9/30/2021 CHECKED: AK DATE: 913012021 SCALE: 1 "=100 CONTRACT No. 35192 SHEET 307 OF 488 SW3P-08 SW3P.0835192.dg, 3I18I2022 3:0 10n n n 02/13/2024 Item G. 2- P,V.G swul A`CEil7611>LW !RA'1T CU54'll'dT 1.Q1g7uslW. IXIJ! KAWI ,F WT I°gSOPED A�.'YAa'.11PhL' 1 2' Pr,G 1A71J Lq NOTE; SYDE tK5 sh4u BE AVCL&n-D RR ALL STREET RA3HT--LIF IA51Y3: LOG473A AS RETERMW 8Y T?IE CY,'Y I M7f L"dRA7 BAPS PV 18' C7R£ PP — i' -1 f7®2CP7lS8 ®LPS LW 2f-C7RS A7AI mil 1' NNYS IYIYS 7- LIMA- STABYIZED Su9 WEEREGULAARSECTION f3'—'w' Ti•-12• Ti ���LLB OaRx4n D rU:g2 T'19�7 ®IRS LW 18- CJRS CF 3 BVU LW id- CTRS A4 f MRS GV 2f-CAM AIMA'G! ! 8lFS AY 24- GAS 8970 WON N4 Y5 REGULAR SECTION 12' 12' I Ifl' 12' 12' 2' AY.G STMET I YI f1�p'NB:D I T - sr. AO.. 3 &RS GV 78" CAPS: GP AC! 3 ws AY 18 ems AP 117. 4 SIR$ AV 21- CAPS dWTR ma 4 8MkS ON 2i' 07RS 470M LEFT TURN SECTION AO7S aR RLAPC✓VV WrN LAWS AW W09hCPCMNCS. Pro ACW?.,#W1. sxaWs Cr CQ4LCPfT CAN UE PGCLD RO LISv Or 4W SPOE01MN —11— All 8{75' GV I CMS .1111 \ 0 RWS' LW 2!-CPM AAA, T' 11M� STABYIZED '1 I"� s LEFT TURN SECTION M60, PfiO, M41) SECTIONS SHALL HAVE MINIMUM PAVEMENT 117813 THICKNESS OF 8 INCHES. ' R . 2.50 07' 4 LEGEND -- - -- -- - I I O _ IXHEDY ,rX94L � ry 99s' S71Ri'E `i. W' To ljp• � T LaWT I /ITAK'f • 2' P.f0 GY 5' C77PS EACH i ST Lr. V.C.. 1,10 SM No NEN9w ©— a DELETE IT WXoV PA100 IS 25 ET. lffr = LAW 71P 4 CAPS WVrH 70 Br OWACD hV fUnM. I CITY OF WYLI LEFT TURN PLAN PARK BOULEVARD EXTENSION 4 Fl� coll— F, CITY OF WYLIE TYPICAL SECTIONS 3803 ■■■ HALFF FRISCOR WOOD X7503-8641 SUITE 800 FRISCO, TX 75034-8641 TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DN—N TMW DATE. 9/30/2021 DESIGNED' AK DATE' 9/30/2021 CHECKED: AK DATE: 9/30/2021 SCALE: N.T.S. CONTRACT No. 35192 SHEET 383 OF 488 DETL-01 DETL-0135192.,1p 2/312022 2:4 2"7 0211312024 Item G. I I A r/e r14 %fT E C4W�'I ,-7A• I I L� sr� aeo LIPCAW" B4RS 99615 r %a J SIRS AV r8' C7R.£ Ae W ! 841?S LW 24' On 807H N415 REGULAR SECTION LEGEND Dr _ S4W2p Lonaarrcron+uL oranlrr .IoAvr co�vs7RL�nav .�o+rr (rzlrl 7V�717 Fxur. ®- IS ADL04 0 W I&W APAW1, D BY Orr) �-RCfWT AAYI-crwv7 r , ,Rawl ¢ i ROADWAY WIDTH (W) TOTAL CROWN HEIGHT 3/4 POINT MID- POINT 1/4 POINT 26' 4" 2-1/4• 1" 1/4• 36' 6• 3-3/8• 1-1/2• 3/8• 44, 8• 3-3/5' 1-1/2' 3/8' TABLE OF CROWN HEIGHTS AND ORDINATES FOR VARIOUS PARABOLIC SECTIONS STA°-e61BV R KWIff ►)5T AQ¢FT 49aW QM ES AT ap7ER� AT AA9-PMel5 d' 811181CCYA' RCNdRS' ME 70 ee CT, WftC]!D N7M M-P FORAM PAI45VS AErLECIaYG 1 ua'4.Y?aPSs �,a r (AkT7NA(GIILY A7•E4Cd5F7J} C1V 5' LYM£RS 7-DA POST r' AI I II II li Afe k 8fiw Cu4w - ANr 1 FASIEII' i1 PoSl WOI ARE 5/8• Lq',r AIVANYW (a>•as7 Ae Gv.NNaZEO DIN 7-J/,' aG MSIAT ODM FOSr, srLY 02 pAJ 7/6"Y hVff AV PMT NON cL1lznnRACrKW �flflr.ICEs {REAIw1P yr BV4 s} srruc tratimsr r Lnr Ar5l."F-034 ►�TaL sear. aAea FOXE V& lERL%W CYA %FCTVR 5£L'7 .�!'M AT fWN EW PlRI ORIff B40WADLY 9YlL ir AbRUFACRAWR AAV V0NF'R7f.G7Fp W AC'aMAREYC'E W7N TiXr XrAU OiUM" RW-L EA7F+N7 rR17Ar MMlrSH' a.W B7 MOXVIIF c2wa TYPICAL PERMANENT BARRICADE DETAIL TV w ng yr 9' 71W AfARVT 4-1/7" 3-r/2' 1 9AULT" W1E s REAIFPR,'1MG 4 BEAD . J Li145' 'av Is' crns ae ha ®1as rav aA• c>Rs 44, REGULAR SECTION RESIDENTIAL (TYPE E & E-1) STREETS SHALL HAVE A MINIMUM PAVEMENT THICKNESS OF V, ALL OTHERS SHALL BE 8" MIN, 3/s 3 A ' .3 :3 ®O7lA 6Y7E4LOCRAIC RIX01C' m SrCiYES' 64 SIAIAglII I I; s. - (AG 3 SM .SY.ICEH 61V 18" CEME9S OR Na 4 Chen spmin�v AY N" Cih"r"S MONOLITHIC CURB A .wMi& � exLs7�,e av11r, wxw c1ac s- wl •AG! J!�!?'. B' cbws 3 G'LdeB '1ER5 r0 ! GX/E D r� e: _ omeFwcsc sPccO r/4R ry ?� sNxkTR1Y)11. A6YR/r F— A' 5--0' a4gw RAIL HEADER Xrr parr. FAUR care Harr RAY!#$ SAC! 361 PAY LAVE w I_ ru• I Al7>F PA IE,'t M M-N r0 9E MW DOW AVIO hVIGI . PA ffJIA9 r A W hEWff 9YV! BE AKAVLffXC. STREET HEADER f4 BARS 24' RI CENTER EA WAY HOT PUUKD RUBBER "4' YK!l�1LJkJl AIHYIL HYYfll IXPANSMI1 FOR TRANSVERSE Jr sw 6' Qt 8• DELETE FOR LONOITVDINAL JT. E%]STING PAVEMENT 4� r3 alr7Er v ti i 1%S• R fN� 4^ LJ I' r• sNo. L 2 e, allaw SECTION A —A SEPARATE CURB AND GUTTER FAWX s7Wffs NMI W AT ACWOG ffa'S' 2.17 AM 558 CIF SPLL71L PROH9gVS CURB AND CURB AND GUTTER 24' 12' 1Y m _-I ALTERNATE TRANSVERSE AND LONGITUDINAL EINDERCUT STREET HEADER TIE TO E, J ST PVHT NOTES: 1. STREET HEADERS WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY WORK TO CONCRETE PAVEMENT. No I I PARK BOULEVARD EXTENSION call- 4 F""\ CITY OF WYLIE TYPICAL SECTIONS DETAILS momMEN SUITE 800 ■■■ HALFF FRIS O,TX7503 -8641BLVD FRISCO, TX 75034-8641 TEL (214) 618-4570 FAX (214) 739-0095 TBPE FIRM #F-312 DRAWN: TMW DATE. 9/30/2021 DESIGNED' AK DATE' 9/30/2021 CHECKED: AK DATE: 9I3012021 SCALE: N.T.S. CONTRACT No. 35192 SHEET 384 OF 488 DETL-02 DETL-02-35192.Egn 2/3/2022 2:4 298 0211312024 Item G. STEEL CW M7GD POST (ACTCOG OEM 2015) STEEL cw Now MST Fk7M FARM ARIL Y.f Gi Wi YID Mok FY` � apot D L&E CNC7LL'G !R-M P07-5J 7 Hw NH4E 4EY 20f.5f A9DYE ErPST,pY,' ate, 111Tf1 A61.i' CV'£AWW`�^ RE4VD#7m 07afw LEM HOG MADE ,Y RELVWED DiEAYN 8' LVEP L1:M6°A0FED &Rw AW 6' A 04 ROCK ®1(X1`Rl. LL'IfP°ACRD EARTH 09 RIOW ouL1` Ll4 RLCA' ®IL7fFA'-[ FA9leC J FLOM' FA8R1C TLl �tll' wm TRta w ISOMETRIC VIEW SILT FENCE DETAIL STONE OVERFLOW STRUCTURE LM7M AS OVLED FLIP N FL4 W EROSION CONTR SECTION VIEW AG7Es- I) TIr CAVFi01CTA4 SMU AsTrT 5&T FCAcF 1ff1'aTY A&V AFTER USAW MW fW 75 70 EA5 W 71Hr DE AW WAVANV W ACCORSQWL' NTH At'WO; OEM Y07. 2) THE CLW7AM W .MWI ffUD E SEMk T FROM MhMP FEACF NFMY ME APIH CY SOWNT IHS MAT L.N M A�--WW ]Ar i pfr pr THE Mii E AWW 0?uwl Jf UE CYM781CW SNILL LISPEi'T ?W M5E 6F AE FENCE 7D ENWWE MT AV GAPS 7HL£ R'YELU fD AW RE-TEEkW AS AECE:SWr 4) Da L AWWTOR .- LL A l$TE MAF FXJS TO (}SLOPE Wr Tffr ARE PACA°CRCr ANC° P7A14' Af AENCE ,A' A£LESSV4Y, FAE CLWT1 0XR STALL RESET AW ARP FO M 5) E FIITER FAaW TS R 5-P L31Y4FfL WP OFIEMOMFEa 7H£ OaVIRACTCIP PALL ffi7j.� IT dV ACCl34WiY WTH DE L4Mht A FOMA7AYv$ A&V XW—. *Wr,'* A OF rW Skr FnA S7 9E AT DE L'LWl81C70U ONW EI R6YI �tr AWE iC-ENAY Lff s4AL' Af£R.SGVS• CR OVAT AFFRUIED — AEThWS � RUWT rO SEVINOPI * y $IRR" AS RL'DLA4E0 y ! Ian Ak 3'-5^ CYJl�4"..E ALC.'4 h (ALC rCQ& ITE71207. Iq B-my.A!L TF9dC] PLAN CONSTRUCTION ENTRANCE ROAD FOR EROSION CONTROL ND WALE W ERS ,F WCESSW I It I I� I II A CVNNP X'WV AIPTES: 1% RE EWMVIC1r SA LL BE WNITAftEg TD RVSVF 7A caw &� sflwwr CWrO PLN%C' Rrw-or-MH Y- THS WY REO&WE AWSW WTR AL 110WL STOW AIC Rl! x AWLALIP CLEAAGUr X ANY AE49AR£S ZED TD Tw SESIuoyr. Pf POW AELP-S "r,, NWTRS MWL illF aDWED TO AE W W- 55=f7dP7VT APASP TO EA7rdN'Olr AVID PL431,K' RPPF-OF-NNY. AkL'hW SA&V OE A.9V£ LW AN AM STA9147M MSDT $T[WE Wff0i L A70 AN Ac°P174EO SERWA`NT C*YDWG.M'C S7R1. AWF Lc^ SWD 846M 69017, S%WS LIP OO+ER APPROVED AEDA'295 70 PAMW7 .SEVWW F-RLNI ENTERM ANY STaW LI6 N MAW CR NATO? COW-W 31 .1'L SEL1NlE7VT 5x11'.LELZ LWP°A`D INISiIED PP 7,®IGfFD w' ,(LsPf.47i'�' RkY1T,gF-MNY W$r IgYDI{D Nq<aV7EL Y, IJ ALL S4NAW' FEW PAWOU SLWLL BE NgLtp AA REWW-ALLSWARY A%P OOVOWTE W5T FROM AWA NA77lI 1' ]O 1.5' " s DOU004 45 fW AOF D# ASV AILIHOM STEEL PLA7E AySTALL SLPcEI CLB4B 3' R AT SCEMP14.N LRDSSW FLLA� --AM RGFE 7/4/FT. MPH SAXM@LIN 8" REAF AIAgY Ei9Ci1 STFEEr � - C ACL d 81R5 O211G • IP,LRC.6R Ala 81RS Lkkkk1111 • Ts^LeCEw. 3^ SECTION A —A SECTION B—B AV J 84A5 A0 a &M O !2'aCEW. 04r.' CIW IM R$I LA£ LR1O AtiV Wx FAO d LAE Law XRECTEW a- 4"/7, L LY411C0167 A4A7 F4[ MNvIED BLYT HATE LGMA' N17N LdD155 R1' 7s SM PLATE dtSrgLL AT BLV.TS "w - 7 LY4 AECES^SED 7D &VfXW-r CRASSMG FLtW tiff NyDL SAM-wVN nV$14 WW TOP AATE AW SA C0 A WYA W OF 72^ L11' CEWEAS F4' A A DOL SEIf-VffXLW AN7A0fflj ShkU BE LMD AW S910ED Aff 547E s[BPFACE 49F FZATE S'&L 8E A AZW-SWM IMIEWL FACE CF Q'APH @LOpY-�v7 PA14aKNr RCAW2>1KiMdVr ,Ir wr AA'15L'Cmzv LAPPED SO CA OR Ala d 11YTH STREET R77- a(p 009a 2,-0, Loe (PAY LXl—sTRET--E - PLAN REINFORCED CONCRETE FLUME WITH CURBS a-0, !'-6• AOMS11 P 314' OMWER REMMMD CW A'L CaWAS S I -PAT?° 4' 00hr FLUME Aoa F 94PS • IS' CtCE1C (WM '�r- L>mr- JDM Pv) Aa jam a 18^ RGE REINFORCED CONCRETE FLUME WITHOUT CURBS PARK BOULEVARD EXTENSION CITY OF WYLIE EROSION DETAILS ■618-4570 ■■mom HALFF FRIS O,TX7503 -8641BLVDSUITE 800 FRISCO, TX 75034-8641 MEN FAX TEL (214) 739 0095 TBPE FIRM #F-312 DRAWN: TMW DATE. DESIGNED: AK DATE: CHECKED: AK DATE: SCALE: T. CONTRACT No. 35192 SHEET OF DETL-0617- 299 0211312024 Item G. Q �_ :E x O `o o See Bridge Layout for combination rail type used. Showing C221 Rail. 2" 2" 2" 3" Bars ST(#4) at 9" Max Spacing 3" 3" Bars MT(#4) at 9" Max Spacing 3" See Bridge Layout Bars SZ _ 2" Bars MZ _ 2" Bars MZ _ 2" Parallel totop of slab 2 for sidewalk slope a Bars SA(#4) v L Bars MA(#4) spaced at P-6' Const joint I Max. Be in 9 o spaced at 1'-6" Const joint ] 2 3/q' from 2„ R v U Max. Begin 2 3/4' from 2„ R (TYp) ST(#4) span ends, v Q ° MT(#4) N span ends.Go SZ(#4) match bars SA(#4) Placement of rail anchorage. See appropriate rail details for required rail anchorage. 3/4" Chamfer SHOWING RAISED SIDEWALK Slab reinforcing not shown for clarity. TYPICAL TRANSVERSE SECTIONS See Span Details for dimensions not shown. OProvide broom finish to top of bridge slab where raised sidewalk or raised median area is defined. OUnless noted otherwise on the span details. OBars may rest on top of PCPs. 8" Curb height + I �t/z'�� LB� BARS SZ(#4) AND MZ(#4) Const CL Interior bent I 2„ 2„ Bars ST(#4) I Tooled joint or permissible N or MT(#4) are construction joint in continuous through sidewalk or median joint except at expansion joints. SA(#4) or MA(#4) Const jointOl Bridge slab Construction joint or controlled joint in bridge slab. LONGITUDINAL SECTION AT INTERIOR BENT At bents with expansion joints, provide an open joint in the sidewalk/median matching the deck's joint width. EA(#4) -- Optional epoxi, anchors EA(#4) can repl bars SZ(#4) or MZ(#4) the contractor's option. or luyc "., -- MZ(#4) match bars MA(#4) SHOWING RAISED MEDIAN APPROVED SLIP RESISTANT PLATE Product Manufacturer Website AlgripT", Steel www.algrip.com Mebac® #3, Steel www.harscoikg.com SlipNOT®Grade 2, Steel www.slipnot.com Provide drain cover plates fabricated with a product from this list. No exceptions are permitted. OPTIONAL EPDXY ANCHORS Embed EA(#4) bar into concrete with a Type III (Class C, D, E, or F) epoxy meeting the requirements of DMS-6100, "Epoxies and Adhesives". Follow manufacturer's directions for installing the epoxied anchor bars. MATERIAL NOTES: Provide the same concrete required for the bridge deck, Class S or Class S (HPC) concrete. Provide Grade 60 reinforcing steel. Deformed welded wire reinforcement (WWR) meeting ASTM A1064 of equivalent size and spacing may be substituted for bars SA, ST, MA, and MT. Provide epoxy coat or galvanize reinforcement if bridge deck reinforcement is required to be epoxy coated or galvanized. Provide hot -dip galvanize slip resistant steel plate after fabrication in accordance with Item 445, "Galvanizing". Chamfer or round edges approximately �116" prior to galvanizing. GENERAL NOTES: Designed according to AASHTO LRFD Bridge Design Specifications. Provide the following bar or wire lap lengths when required: Uncoated, 1'-7" Min Coated, 2'-5" Min Submittal and approval of drain cover plate shop drawings is not required if fabrication is accordance with these details. Raised sidewalks will be paid under Item 422 by the SF of Bridge Sidewalk or Bridge Sidewalk (HPC). Raised medians will be paid under Item 422 by the SF of Bridge Median or Bridge Median (HPC). Payment for drain cover plates will be by the pound of "Structural Steel (Mist Non -Bridge)" as per Item 442, "Metal for Structures". Weight of one drain cover plate is 48 plf. DESIGNER NOTES: These details do not apply for longitudinal grades exceeding 5 percent. Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing bar dimensions shown are out -to -out of bar. SHEET 1 OF 2 Bridge Division ,Texas Department of Transportation Standard BRIDGE RAISED SIDEWALK AND MEDIAN DETAILS BRSM FILE; brsmstel-19Agn DN: JMH I CK: TOOT I DW: JTR CK: TxDOT ©TxDOT April 2019 1 CONT SECT JOB I HIGHWAY REVISIONS 300 I 0211312024 Item G. Toe of curb Cap screws and threaded inserts 6" 3 �2" ± Spaced at P-6" Max (Typ) (Typ) '14, — — — — — — — — — — — I '14 i Water flow Radius drain entrance as shown. X -----------I 1'-6 I112, k4" Drain cover plate 3�12" 1,0„ 3�z, Drain slot Dia stainless steel hexagon flat countersunk head cap screws conforming —Cap screws to ASTM F879, with ferrule loop inserts. Provide %6' Dia countersunk holes in lTJ cover plate. Install screws below or flush with top of drain cover plate. Ferrule loop inserts PARTIAL PLAN CURB DRAIN SECTION B-B Reinforcing not shown for clarity. 1 O Provide broom finish to top of bridge slab where raised sidewalk or raised median area is defined. 0 3-0" Min at deck expansion joints, deck construction joints or controlled joints, rail intermediate wall joints or from face of substructure. OFor rail Type C1W, center drain slots between posts. © Steel trowel top surface of bridge deck in drain locations. OProvide sidewalk drains where shown elsewhere on the plans or as directed by the Engineer. Do not place drains over A railroad tracks, lower roadways, or sidewalks. Place drain E— �E— q o and cover plate perpendicular to toe of rail. — — — — — — — 6" I Cap screws and threaded inserts 6" O Drain cover plate (PL 3/4 x 18 %2 slip resistant steel plate). Spaced at ]'-6" Max Install flush with top of sidewalk. li 1,_0„ See Bridge Layout for combination F + Y Drain rail type used. Showing C221 Rail. �i %4" - Length of drain cover plate 3 jz, + a a slot in sidewalk I n I and rail 4'-0" Min to adjacent drain slot s 'U .OnEnd I� Os li� T T T Const joint 1 6 F I drain cover plate %4' plus or minus a 8 I I from toe of rail. 2" R I,I I L L Locate rail anchorage as T SHEET 2 OF 2 D I I I I I shown to clear drain slot. I m Bridge I I I a �` Division ,Texas Department of Transportation Standard 314" Chamfer I I I I I BRIDGE RAISED SIDEWALK AND MEDIAN DETAILS a O 3„ 8 m(Typ) 8 Slab reinforcing not shown for clarity. Deck joint Sidewalk drain area 6 SECTION A -A SHOWING RAISED SIDEWALK WITH DRAIN SLOT BRSM OPTIONAL DRAIN DETAILS 0 TILE; brsmstel-19.dgN DN: JMr cK. TOOT ow: JTR CK: TA ©TxDOT April 2019 CONT I SECT JOB HIGHWAY REVISIONS DIST COUNTY SHEET M1 0211312024 item UI :E O Y o P-O" Min (TYp) L 8'-0" Max Ft Terminal Post (1 End of Chain Link Fence for payment 8'-0" Max 8'-0" Max j Line Post I I I I Expansion 6" Min Coupling j (TYp) I I I In I Overall Length of Fence (See Bridge Layout for Limits) 8'-0" Max 8'-0" Max j j I CL Terminal Post ] j j j j I i P-O" Mn j L j j (TYp) I CL Expansion l� CL Intermediate Wall Joint Joint I j j I I j I i j I I j I 8'-0" Max Ct Line Post Expansion Coupling (Spaced at 20' Max, 10' Min on centers) Max 8'-0" Max CL Terminal Post 1�_1I End of Chain Link Fence for payment Tie Wires Spaced at P-O" Max O F-O" Min (TYp) Top of Top of Terminal Fabric Top RailO Posts N 8 Detail "A"� 3116'x 314" Stretcher Bar 318' Truss Rod 'with x turnbuckle or approved tightening dev� Stretcher Bands � I _ o x a m Brace Band o `o c O j2, o o i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i PVC Box --------------1 of together. V Attach 6 AWG copper stranded wire to steel posts with UL listed hardware as shown with 3" excess of wire to allow for expansion. AT INTERMEDIATE WALL AT SLAB 4,6"X 314' Stretcher Bar 7 One 3116' Dia Field Drilled Hole in every Stretcher Bar _ I Stretcher Band I \ j Post O • One 9 gauge steel Tie Wire through drilled hole in every Stretcher Bar Chain Link FabricO DETAIL "A" RETE RAIL EXPANSION JOINTS (No Top Rail or Tension Wire at Expansion Joints) OUTSIDE ELEVATION OF CHAIN LINK FENCE O HSS 3.500 x 0.216 ASTM A1085 or A500 Gr B. O HSS 1.660 x 0.140 ASTM A500 Gr B or A53 Gr B. 9 gauge steel Tie Wires attach chain link fabric to HSS. ® 9 gauge steel Hog Rings attach chain link fabric to tension wire. 9 gauge steel Chain Link Fabric, 2" Mesh, knuckle selvage top and bottom. © 7 gauge steel Tension Wire. OContractor must field drill one 31116" Dia hole in every stretcher bar and use a 9 gauge steel tie wire to tie one stretcher band and chain link fabric together. Locate drilled hole for tie wire at approximate mid -height of fence. ® Ground terminal post at the beginning and end of fence and down the nearest bent. Attach 6 AWG copper stranded wire to steel post with UL listed hardware and run other end of copper stranded wire to 518" Dia minimum copper -clad steel rod 8 ft in length. Install ground rod as per Item 550 and this sheet. The 6 AWG copper stranded wire must run through %z' Schedule 40 PVC pipe, fittings and PVC box attached to the back of rail. ODimension varies on rail types and superstructure type. T551, T221 and C221 Rails = 1" with no overlay, T222 Rail and SSTR Rail = 5" with no overlay, increased 2" for overlay. On bridges with significant beam camber variable length in dimension may be anticipated. C K � V C N O U PVC Pipe and Fittings SHEET 1 OF 2 Slab ® Bridge n I Divisio ,Texas Department of Transportation Standard 8 FT CHAIN LINK FENCE FOR RAILROAD OVERPASS CLF-RO FILE: r1std032-19.dgn ON: TOOT CK: TOOT Dw: JTR I a:: JMH ©TOOT September 2019 CONr I SECTJOB I HIGHWAY REVISIONS DISi COUNTY SHEET NO. 0211312024 Item G. UI :E IN Top of Terminal Posts Malleable Iron Terminal Post Cap O Top of U Fabric m Terminal `L Y Post 1 I c J co c N v t U � o I � � � o m io HSS SupporRail Rail Clamp Chain Link Fabric 0 CL V Dia Threaded Anchor Rods (ASTM A307) 10 See "Upper HSS Connection Detail". T221 Rail See "Lower HSS Connection Detail � I I T - T551 Rail 77/ (9 Slab \ — / CHAIN LINK FENCE SECTION (Showing Terminal Post on a T551 or T221 Rail, oLine Post, T222 Rail and SSTR Rail similar.) O HSS 3.500 x 0.216 ASTM A1085 or A500 Gr B. 9 gauge steel Chain Link Fabric, 2" Mesh, knuckle selvage top and bottom. ODimension varies on rail types and superstructure type. T551, T221 and C221 Rails = I" with no overlay, T222 Rail and SSTR Rail = 5" with no overlay, increased 2" for overlay. On bridges with significant beam camber variable length in dimension may be anticipated. ]0 See "Material Notes" for threaded anchor rod information. 10" 13/8' 7 %4' 1 3/g' 4 I � I I \ CL 7/8 Dia Holes I I I I -�- I I r� CL HSS Support Rail Clamp for PL 3/8 (ASTM A36) HSS 3.500 x 0.216 5" 5" PIPE SUPPORT RAIL CLAMP ELEVATION 5" 5" Hex Nut (ASTM A563) HSS Support Hardened steel Rail Clamp for -o o washer HSS 3.500 x 0.216 a, o (ASTM F436) s o PL 3/8 (ASTM A36) Concrete Rail CL %" Dia Threaded Anchor Rol (ASTM A30 HSS SUPPORT RAIL CLAMP ASSEMBLY UPPER HSS CONNECTION DETAIL (Dimensions may vary according to Manufacturer's specifications.) Threaded Rod 6 1/2" Projection 1 Hex Jam Nut or Hex Nut (ASTM A563) 2 Hardened steel; washers (ASTM F436) — 2 Hex Nuts (ASTM A563) HSS 1a Ct 3/4' Dia Hole in HSS 3.500 x 0.216 1 //2" Concrete Rail I I I i--=--1- Slab �1 ------------ 5/8' Dia Threaded Anchor Rod (ASTM A307) LOWER HSS CONNECTION DETAIL (Showing Terminal Post or Line Post) CONSTRUCTION NOTES: Chain link fence post must be plumb unless otherwise approved. Test adhesive anchors in accordance with Item 450.3.3, "Tests". Test 3 anchors per 100 anchors installed. Perform corrective measures to provide adequate capacity if any of the tests do not meet the required test load. Repair damage from testing as directed. MATERIAL NOTES: All Chain Link Fence materials must conform to standard specifications, Item "Chain Link Fence" unless shown otherwise. Galvanize all steel components unless noted otherwise. Provide ASTM A1085, A500 Gr B for HSS 3.500 x 0.216. Provide ASTM A500 Gr B or A53 Gr B for HSS 1.660 x 0.140. Provide ASTM A36 for steel plates. Anchor bolts must be s/8' Dia ASTM A307 Gr A fully threaded rods.- ods. Hex nuts must conform to ASTM A563 requirements. Embed fully threaded rods into parapet wall with a Type III, Class C, D, E, or F anchor adhesive. Minimum adhesive anchor embedment depth is 5". Anchor adhesive chosen must be able to achieve a factored bond strength in tension of 6 kips each anchor (edge distance and anchor spacing must be accounted for). Submit signed and sealed calculations or the manufacturer's published literature showing the proposed anchor adhesive's ability to develop this load to the Engineer for approval prior to use. Anchor installation, including hole size, drilling, and clean out, must be in accordance with Item 450, "Railing". GENERAL NOTES: This sheet must be used with a concrete Traffic or Combination Rail. Rails that can be used with this sheet are T551, SSTR, T221, T222, and C221 Rails. Chain link fence details shown on this standard are adequate for all speeds. If used, optional side slot drains shown on rail standards must not be any closer than 6" from chain link post to edge of side slot drains. This railing cannot be used on bridges with expansion joints providing more than 5" movement. Payment for materials, fabrication, and installation of this assembly are to be included in unit price bid in accordance with Item 450, "Rail (CLF-ROY' Approximate weight of fence = 20 plf. SHEET 2 OF 2 ® Bridge n I Divisio ,Texas Department of Transportation Standard 8 FT CHAIN LINK FENCE FOR RAILROAD OVERPASS CLF-RO FILE: rlstd032-19.dgn ON: TOOT I CK: TOOT I ow: JTR I LK: JMH ©TOOT September 2019 1 CONr ISECTI Ioe I HIGHWAY REVISIONS r� Approach slab or pavement II °1 a, See Layout for slope I I 1IIp lr o o rip A Z v o A � Depression o po i a o = 1 � for drain - 3" en UJ Add 2 #5 Bars I v O o #5 Bar (Full � Toe of length of curb) i c v c a m slope o c U) v O ° ° Q,,m �'¢ ra a o c t ai L 7 .y L m U) 0- o 3 = o a, 3 a c o_ E C ° c 3 a s Z� O o vi rah o' o i Z- a o a, 0 m a c m rn Ln oa�c `� c cc K 0 ° o o aEE 16 Weep holes O ------------------- Weep ¢ holes ]4 U C) pll SEC C-C 6 B �ov �0 B �o 0 0 0 0 >m� v o — WWR or Reinf v av Steel ]6 0 o � � �nN In„I c v INTERMEDIATE TOEWALL'O �p o �nxo I I � I � I � See Layout See Layout for i location of shoulder for limits f drain if required. f PLAN See elsewhere in plans for rail transition Showing cons s traffic rail 0 va w goE7.---------- -i------------ - V ai LO c� W o� 6 ---------- --' 14 5f09e �. °ut jof '0 ---- ---- -o - - o 0 o �a`I w See N o- 0 0 0 0 0 0 0 0 r ----------------------------------------------------------------------------------- I 0 ELEVATION Curb must be 2'-6" Min n7 outside of Bridge CurbO drip line #5 Bar 10 4" Reinf ^� n Reinf Add 2 #5 OS Reinf Bars along 0 g" ^ wingwall 10 91, b SEC A -A 4" 2-6" Min 7 M 4" 4" iprap Column O M Riprap P. ckout(Subs di be filled "-L9� with ACP.(Subsidiary to riprap) Reino Reinf RIPRAP DETAIL AT COLUMNS 4 Reinf SEC B-B SEC B-B SEC D-D (No drain) (Shoulder drain (Shoulder drain) integral with riprap) (As directed by the Engineer) Face of abut cap Form vertical face at edge Varies of cap N a I 8"X 18 Gage galvanized flashing full length of cap 6, n Keyway formed 1 in abut cap, coat with asphalt s a Cr Cr \N ' o 1-0" Min '--Granular material (when specified) lq Loose graded gravel or crushed stone placed continuously along periphery of granular material under riprap only or as directed by the Engineer SHOWING KEYWAY OPTION u 0211312024 Item G. Nail flashing to cap 8 X ] flashing full length or wingwall and seal with joint sealer of cap Plug ends and seal joint along ends of cap and side of wingwalls with g joint sealers Reinf CAP OPTION A 3/4 �w 61�2 Caulking O o compound or joint ]5 sealer Q o" /a" Dia x 3/4, Galvanized anchor screw Reinf / o o at 12" c-c 2� Reinf CAP OPTION B %" Exp Face of Jt Mat'I abutment w R einfingwall R SECT THRU RIPRAP AT WINGWALL 12 OI When riprap is shown extended around header on layout, extend slab and toewall as shown and SECTIONS THRU RIPRAP AT CAPS eliminate 4" curb. O Limits and configuration of drains and depressions are as in or as directed by the Engineer. co 0 12" 6" 6"ac Const Jt 1 Cr shown elsewhere plans Max Min Min cc OLocation of shoulder drain must consider limitations imposed by rail transition. Do not locate shoulder drains at expansion v joints between approach slab and concrete pavement. OSee details elsewhere in plans for installation of guard fence - WWR or posts through concrete riprap. Reinf WWR 1 Viz, reinf steel WWR 5 Bars O Min Provide intermediate toewall only when designated elsewhere 13 O in the plans or included in the specifications. REINFORCEMENT DETAILS OProvide lower level of 2" Dia weep holes at 10' c-c backed by See General Notes for optional synthetic fiber reinforcement. I CF packet of gravel and galvanized hardware cloth at all locations unless directed by the Engineer to eliminate. OUse wider or other drain configurations if shown elsewhere in plans or if directed by the Engineer. GENERAL NOTES: 8 O Wall extension may be reduced or modified if approved by Provide Class "B" concrete (f'c = 2,000 psi) unless noted elsewhere the Engineer. Increase wall extension to P-6" whenever the in plans. optional intermediate toewall is called for in the plans. Provide Grade 60 reinforcing steel. Provide deformed welded wire reinforcement (WWR) meeting O Top of cap to top of riprap dimension varies as directed by ASTM A1064, unless otherwise shown. the Engineer. Should be 9" Min for beam/slab type bridges Provide reinforcing bars, deformed WWR, or any suitable combination and P-6" for slab span, box beam, or slab beam bridges. of both types for riprap reinforcing, unless specified elsewhere in the 10 #5 bars shown are required even when synthetic fiber plans. Optionally fibers be if by the Engineer. reinforcing option is selected. synthetic may used approved Provide synthetic fibers listed on the "Fibers for Concrete" Material ]] Provide sealing option for joint between the face of cap and Producer List (MPL) in lieu of steel reinforcing in riprap concrete. Install the full riprap as designated by the Engineer or as shown elsewhere construction joints or grooved joints extending slant slope height at intervals of approximately 20 feet unless otherwise on plans. directed by the Engineer. 12 Flashing (shown in Cap Option A) may be used at wingwall in Hardware cloth, loose grade stone behind weep holes, flashing, or to the bid item "Riprap". addition to Exp Jt Mat'l if shown on plans or directed by the other sealing material are subsidiary See Layout for limits of riprap. Engineer. RR8 is to be used on stream crossings. 13 provide #3 reinforcing bars at 18" Spa c-c. Provide Welded Wire RR9 is to be used on other embankments. Reinforcement (WWR) as 6x6-D2.9xD2.9 or D3xD3. Combinations of WWR and reinforcing bars may be used if both are permitted. Use lap splices of a minimum 6 inches, measured from the transverse wire of WWR, and Bridge the ends of reinforcing bars. 1 q O If granular material is specified, provide upper level of 2" Dia ,Texas Department of Transportation Division Standard weep holes at 10' c-c backed by galvanized hardware cloth. CONCRETE RIPRAP A N D 15 B" x 18 Gage Galy Sheet Metal SHOULDER DRAINS ]6 into Provide WWR or #3 bars, with P-O" extension slope. EMBANKMENTS 17 WWR or reinforcing steel is continuous through riprap AT BRIDGE ENDS construction joints. Provide WWR or reinforcing steel that (TYPES RR8 & RR9) extends P-1" minimum into adjacent riprap on each side of construction joint even if synthetic reinforcing fiber is utilized. CRR FOR CONTRACTOR'S INFORMATION ONLY: FILE: crrstde1-19.dgn ON: TOOT cx: TOOT I ow: TOOT ao TOOT 5" of RR8 = 0.015 CY/SF ©TxDOT April 2019 coNr secr roe HLcewar 4" of RR9 = 0.012 CY/SF #3 Reinf at 18" c-c = 0.501 Lbs/SF REVISIONS 6x6-D3x D3 = 0.408 Lbs/SF DIST COUNTY sHeer No. 0211312024 Item 12 Spa at 3" 30 Spa at 8" = 20'-0" = 3-0" Bars R Spa - 2 %z' 72 Spa at 3" 20 Spa at 6" _ 10'-0" Face of abut bkwl, inverted-T stem or FL interior bent End of girder for payment = 3-0" 12Spa at3" 15Spa at4" 10Spa at6" = 3-0" A O = 5-0" P 6 7 = 5-0" R 15 Spa at 12" Spa at 18" Max Showing Type Tx62 & Tx70 Girders = 15-0" 15 Spa at 8" 15 Spa at 12" Spa at 18" Max Showing Type Tx40, Tx46 & Tx54 Girders = 10'-0" = 15'-0" 15 Spa at 8" Spa at 12" Max Showing Type Tx28 & Tx34 Girders 10'-0" Do not blockout I top of girders for T Symmetrical about Ct thickened slab ends. f Face of abut bkwl, inverted-T stem or interior bent I I o �� m II �v I S ao 3 zo 5 i'n N van � " v � v � o m 3"OI "O 9EE c'm U CH C 3-3" Bars Bars to bottom O 0 wC)L parallel perpendicular of girder to girder end m `^ Bars S Cl Cov 1 1/2' x v v� a,vv Bars S Spa 1 12 Spa at 3" (Bundle) v o L12 (One half span length) a o � � O Bundle with Bars R. OMeasured along � Girder at interior bents; perpendicular to abutment bkwl or inverted-T stem. a v O The average of the top and bottom spacing of Bars R cannot exceed the required spacing. o O L/20, but not less than 5-0" (-0,+2'). a 42" O 4" x ] 1/2" Vertical Slotted Hole at doweled girder end ova [labeled (D) on Bridge Layout]. Required for outside girder w m 2" Bars T at 5 Eq Spa 2" only or as shown on substructure details. Anchorage holes g'r may be tapered (4 3/4' x 1 %") at base. If holes are "s 11 formed with sheet metal, forms may be left in place. a 6"O � O o R 36„ 4" 4" T (Typ) (Typ) 2" Bars T P 6 M \ A N r r 4„ 4„ (Typ) (Typ) IS 1/z, 2„ P 7 am S ' 1 Viz' O unless noted (Typ) C.G. O 1 %2' O � unless noted (Typ) 7" 7„ h 9 %2 3„ \ 9 /2 , v CH v C :r4� \ C I N CoC ro 3/4' bottom U �O rn chamfer 32" rn (Typ) TYPE Tx62 & Tx70 Q C1 U_ R � T -A 2" S 3/4" bottom U O chamfer 32" \J (Typ) TYPE Tx46 & Tx54 End of girder for payment Optional -- -- - -- - -- - -- - --- - g - - -- -- - - - - - - - - - - - 90' at int bents, 3/4' Chamfer vertically (Typ) C.G. of girder C.G. of depressed strands __ I - - - - - - - - - — - - - - - - r - - - - - - - - - - - - - - - - - - - - - - I Plumb ends at abut bkwl & inverted-T f� C.G. of straight strands C.G. of all strands Hold down point 4 O I �I I 9„O2 3„ O I to 20' I L12 (One half span length) GIRDER ELEVATION © Bars P (#6 x 15-0") required in Tx62 and Tx70 girders. At the fabricator's option bars larger than #6 may be used. When L is less than 50 ft, Bars P are to be the same length as Bars T. O Bars P (#6 x 15-0") are only required in Tx28, Tx34, Tx40, Tx46, and Tx54 girders when "e" at girder ends exceeds 0.25 x "D". At the fabricator's option bars larger than #6 may be used. When L is less than 50 ft, Bars P are to be the same length as Bars T. O1 3/a' Clear Cover to Bars S. OSpace Bars A at 6" Max for girders requiring overhang bracket hangers. Space at 12" Max for all other girders. Tie to Bars R as necessary. See standard IGMS for "Deck Forming Notes". 10 Based on 155 pcf total weight of concrete and reinforcing steel. 11 Smooth trowel finish on the slab overhang side of exterior girder. 36" 2" Bars T at 3 Ea Soa 2" 1 1/2' O unless noted (Typ) 1, %" bottom chamfer (Typ) R /TT GIRDER DIMENSIONS AND SECTION PROPERTIES Girder Type "D" "B" "Yt" "Yb" Area "7x" Illy" Weight(] (in.) (in.) (in.) (in.) (in.2) (in.4) (in.4) (plf) Tx28 28 6 15.02 12.98 585 52,772 40,559 530 Tx34 34 12 18.49 15.51 627 88,355 40,731 675 Tx40 40 18 21.90 18.10 669 134,990 40,902 720 Tx46 46 22 25.90 20.10 761 198,089 46,478 819 Tx54 54 30 30.49 23.51 817 299,740 46,707 880 Tx62 62 37 1/2' 33.72 28.28 910 463,072 57,351 980 Tx70 1 70 1 45 1/2" 1 38.09 1 31.91 1 966 1 628,747 1 57,579 1 1,040 GENERAL NOTES: Designed according to AASHTO LRFD Bridge Design Specifications Provide Class H concrete. Provide Grade 60 reinforcing steel. An equal area of deformed Welded Wire Reinforcement (WWR) (ASTM A1064) may be substituted for Bars A, C, R or T unless otherwise noted. It is permissible for bars or strands to come in contact with materials used in forming anchor holes. Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing bar dimensions shown are out -to -out of bar. HL93 LOADING SHEET 1 OF 2 ® Bridge Division ,Texas Department of Transportation Standard PRESTRESSED CONCRETE I -GIRDER DETAILS IGD FILE: igdstdsl-19.dgn oN: TOOT I cK: JMH I ow: JTR cK, TAR ©TOOT August 2017 coNT seer Ioe HIGHWAY REVISIONS 10-19: Added Bars C and CH couNrr SHEET No. full length for VC20' 0211312024 Item U� :E w w W C &CH IF Face of abut bkwl, inverted-T stem or 4 interior bent 0° SKEW To control top flange cracking that may occur during form removal, additional top flange reinforcing may be placed as shown in girder 1 1/Z' ends at the Fabricator's option. Clear 1 1jz, Clear OPTIONAL TOP FLANGE REINFORCING DETAIL / Vertical \ WWR leg Longitudinal \ / wire area must be 40 or greater = j of vertical x x deformed N g wire's area o N � � \ \ c \ - Bottom of / girder / OPTIONAL WELDED WIRE REINFORCEMENT (WWR) DETAIL Skew I Face of abut bkwl, angle inverted-T stem or CL interior bent R C&CH R R A R C&CH R R C&CH 15' SKEW 6" 10 3/4 10 3/4 a BARS CH (#4) Ln o � v X On ^o e 00 N X b v e Z-4" 13 BARS C (#4) R 3 314" U) a See "Optional 4" 13 WWR Detail" (TYp) (TYp) BARS R (#4) 16 A C&CI Skew Face of abut bkwl, inverted-T stem or an9/e CL interior bent R A C &CH R 5C R C &CH 30' SKEW PLAN OF GIRDER ENDS ?� 3'-0" 3-0" N N FOR SKEWED FOR SQUARE GIRDER END GIRDER END BARS U (#5) IQ z A BARS S (#6) Face of abut bkwl, Skew inverted-T stem or dn97e interior bent / / /- ------ -----tttt---------- 45' SKEW Top flg width minus 3" 14 BARS A (#3) F-7" Min lap ]5 Girder length minus 3" r= � BARS T (#4) Face of abut bkwl, inverted-T stem or d s�e� CL interior bent A T S Bar R 7 112" S U / C & CH / —C & CH R /' R 70_�_ R C&CH 60' SKEW R 12 Reinforcing patterns shown are provided as guides to determine reinforcement placement in skewed ends. Place Bars S as close to girder end as cover requirements permit, which may prevent them to be bundled with Bars R. ]3 Bars may be cut or bent at skewed end as required. ]4 Increase as necessary for bars at skewed end. ]5 No portion of bar less than 10 ft. 16 For Welded Wire Reinforcement (WWR) option, area of Bars R may be reduced in proportion to the increase in reinforcement yield strength over 60 ksi. Yield strength of WWR is limited to 75 ksi. HL93 LOADING SHEET 2 OF 2 ® Bridge Division ,Texas Department of Transportation Standard PRESTRESSED CONCRETE 1-GIRDER DETAILS IGD FILE: igdstdsl-19.dgn ON: TOOT CK: JMH ow: JTR cK: TAR ©TOOT August 2017 CONT SECT Ioe HIGHWAY REVISIONS 10-19: Added Bars C and CH orsT COUNTY [SHEET full length for VC_ 20' 0211312024 Item G. 0 m� QI-a:E O x o STRUCTURE Park Blvd Ext (NB) DESIGNED GIRDERS DEPRESSED OPTIONAL DESIGN STRAND CONCRETE PRESTRESSING STRANDS DESIGN DESIGN REQUIRED LIVE LOAD SPAN GIRDER GIRDER PATTERN LOAD LOAD MINIMUM DISTRIBUTION RELEASE MINIMUM N0. N0. TYPE NON- TOTAL SIZE STRGTH STRGTH 28 DAY COMP TENSILE ULTIMATE FACTOR STD STRAND END O COMP STRESS (TOP STRESS f) MOMENT O Tp PATTERN fpu N0. END fci STRGTH f'C 4) (SERVICE 1) (BOTT (SERVICE III) CAPACITY (STRENGTH I) (in) (ksi) (in) (in) (in) (ksi) (ksi) fct(ksi) fcb(ksi) (kip-ft) Moment Shear I ALL Tx54 36 0.6 270 19.34 12.01 6 50.5 5.700 7.100 3.173 -3.451 7082 0.748 0.964 2 ALL Tx54 42 0.6 270 19.01 12.72 6 50.5 5.600 7.200 4.400 -4.326 8114 0.494 0.688 3 ALL Tx54 28 0.6 270 20.01 14.29 4 44.5 4.000 5.200 2.394 -2.662 5611 0.793 0.947 4 & 5 ALL Tx54 30 0.6 270 19.81 12.21 6 44.5 4.000 5.100 2.878 -3.142 6521 0.800 0.906 6 & 7 ALL Tx54 44 0.6 270 18.83 12.28 8 44.5 5.800 7.500 4.436 -4.492 8690 0.615 0.756 8 1 - 3 Tx54 * 50 0.6 270 18.29 10.29 10 50.5 6.000 8.300 4.707 -4.746 9198 0.618 0.767 8 4 & 5 Tx54 44 0.6 270 18.83 11.55 8 48.5 5.600 7.100 4.386 -4.259 8142 0.573 0.767 9 ALL Tx54 28 0.6 270 20.01 14.29 4 44.5 4.000 5.200 2.737 -2.996 6211 0.815 0.918 10 ALL Tx54 32 0.6 270 19.63 11.76 6 48.5 4.200 5.300 3.026 -3.286 6789 0.798 0.906 11 & 12 ALL Tx54 44 0.6 270 18.83 11.92 8 46.5 5.700 7.100 4.048 -4.312 8831 0.792 0.906 1 ALL Tx54 36 0.6 270 79.34 12.01 6 50.5 5,700 7.100 3.167 -3.446 7076 0.748 0.964 2 ALL Tx54 42 0.6 270 19.01 12.72 6 50.5 5.600 7.200 4.349 -4.287 8062 0.494 0.688 3 ALL Tx54 36 0.6 270 19.34 12.01 6 50.5 4.700 5.900 3.349 -3.624 7398 0.754 0.943 4 & 5 ALL Tx54 30 0.6 270 19.81 12.21 6 44.5 4.000 5.100 2.693 -2.970 6195 0.769 0.922 6 ALL Tx54 44 0.6 270 18.83 11.19 8 50.5 5.800 7.500 3.980 -4.017 8149 0.736 0.736 7 ALL Tx54 38 0.6 270 19.22 12.27 6 50.5 5.000 6.300 3.836 -3.886 7925 0.746 0.756 8 ALL Tx54 44 0.6 270 18.83 11.19 8 50.5 5,800 7,500 4,216 -4,260 8543 0,737 0,771 9 & 10 ALL Tx54 32 0.6 270 19.63 11.76 6 48.5 4.200 5.300 3.098 -3.376 6943 0.764 0.934 11 & 12 ALL Tx54 40 0.6 270 19.11 13.71 6 42.5 5.500 6.900 3.724 -3.996 8069 0,794 0.906 36.5 34.5 32.5 30.5 28.5 N 26.5 24.5 ° 22.5 a 20.5 18.5 16.5 14.5 12.5 10.5 8.5 6.5 4.5 2.5 GFEDCBAABCDEFG I� 13 Spa at 2" TYPE Tx28, Tx34 & Tx40 50.5 48.5 46.5 44.5 42.5 40.5 38.5 36.5 34.5 N 32.5 30.5 a 28.5 m 26.5 n 24.5 d 22.5 N 20.5 18.5 16.5 14.5 12.5 10.5 8.5 6.5 4.5 2.5 N GFEDCBAABCDEFG I� 13 Spa at 2" -I TYPE Tx46 & Tx54 n " m "I M 66.5 64.5 62.5 60.5 58.5 56.5 54.5 52.5 50.5 48.5 46.5 44.5 42.5 40.5 38.5 36.5 34.5 32.5 30.5 28.5 26.5 24.5 22.5 20.5 18.5 16.5 14.5 12.5 10.5 8.5 6.5 4.5 - 2.5 GFEDCBAABCDEFG I� 13 Spa at TYPE Tx62 & Tx70 NON-STANDARD STRAND PATT PATTERN STRAND ARRANGEMENT AT CE OF GIRDER *I 2.5(ABCDEFG), 4.5(ABCDEFG), 6.5(ABCDEFG), 8.5(ABC), 10.5(A) OBased on the following allowable stresses (ksi): Compression = 0.65 fci Tension = 0.24 fci Optional designs must likewise conform. O2 Portion of full HL93. DESIGN NOTES: Designed according to AASHTO LRFD Bridge Design Specifications. Optional designs for girders 120 feet or longer must have a calculated residual camber equal to or greater than that of the designed girder. Prestress losses for the designed girders have been calculated for a relative humidity of 60 percent. Optional designs must likewise conform. FABRICATION NOTES: Provide Class H concrete. Provide Grade 60 reinforcing steel bars. Use low relaxation strands, each pretensioned to 75 percent of f pu. Strand debonding must comply with Item 424.4.2.2.2.4. Full-length debonded strands are only permitted in positions marked A. Double wrap full-length debonded strands in outer most position of each row. When shown on this sheet, the Fabricator has the option of furnishing either the designed girder or an approved optional design. All optional design submittals must be signed, sealed and dated by a Professional Engineer registered in the State of Texas. Seal cracks in girder ends exceeding 0.005" in width as directed by the Engineer. The fabricator is permitted to decrease the spacing of Bars R and 5 by providing additional bars to help limit crack width provided the decreased spacing results in no less than I" clear between bars. The fabricator must take an approved corrective action if cracks greater than 0.005" form on a repetitive basis. DEPRESSED STRAND DESIGNS: Locate strands for the designed girder as low as possible on the 2" grid system unless a non-standard strand pattern is indicated. Fill row "2.5", then row "4.5", then row "6.5", etc., beginning each row in the "A" position and working outward until the required number of strands is reached. All strands in the "A" position must be depressed, maintaining the 2" spacing so that, at the girder ends, a the upper two strands are in the position shown in the table. To complete this sheet input the girder designs in the table and the relative humidity under Design Notes. In all cases, remove this block. This sheet must be signed, sealed, and dated by a registered Professional Engineer. •••S*l,/ Alteration of a sealed document * without proper notification to the responsible CNGNG•KLN(•NGNG /engineer Is an offense under the Texas / Engineerinq ProctlCe Act. The record copy •• •••••• / of this drawing is on file at the offices of 80621 / Ralff Associates, Inc., 3803 Porkw000 Blvd. •800. Frisco, Texas 75034. TBPE FIRM °F-312. 7CENS..•• I / FEBRUARV 04, 22. "NOT FOR CONSTRUCTION" HL93 LOADING Bridge Division ,Texas Department of Transportation Standard PRESTRESSED CONCRETE I -GIRDER DESIGNS (NON-STANDARD SPANS) IGND FILE; IGND.dgn DN: TxDOT CK: TxDOT Dw: EFC I CK: TAR ©TxDOT August 2017 CONT SECT JOB HIGHWAY REVISIONS 10-19: Modified far depressed stands only. DIST COUNTY SHEET NO. 0211312024 Item G. U� :E 60' Max CL Girders/Beams \ 4'-0" \ (TYP) \ CL Bent \ \ 1 Mid span Diagonal bracing on first girder/beam erected ERECTION BRACING %" Min dia expansion anchor, 3" Min embed, 6 K ultimate shear capacity required. i%76' Dia hole centered in strap 3/8' Dia bolt With nut & washers 1-4x4or 2-2 x 4 Timbers 00 (Min) 4 x 4 Tight fit Timber (Typ) 4O or See Detail "8" 1 —1 4'-0" (Typ) 1 Horizontal I racing top and bottom Bent ,1 ,1 11 ,1 12 gage (0.105" thk) x 2 I/z' steel strap. Galvanize per ASTM A653, G165 coating designation. s8 �CL Girder 3" Max 0" Min 1 x 8 Spacers s FOR ERECTION BRACING, OPTION 1 2-2 x 8 Timbers (notched) Strap end 1 %z' beyond anchor See Angle Brace Details Cable (with turnbuckle or come -along) - Attach to girder Bar R at nearest end of beam u Edge of = cap n� a WXITA \ CL Anchor \ bolt /2" General purpose Wood blocking as required wire rope, Min O to prevent breaking of flange edge. Girder Bar R Tight fit (Typ) 4O See Angle 4 x 4 Timber Tx28 thru Brace Details Tx54 and Ty A,B,C,IV 4 x 6 Timber TX62,TX70 and Ty VI (Min) \„ Less than 45' 1/8' A193 Gr.B7 or A449 anchor bolt � END VIEW (P-2" Min embed) ng (This option is not allowed when slab is formed with PMDF or plywood.) DIAGONAL BRACING DETAILS 5 , (To be used on both ends of the first girder/beam Weld #5 bar to erected in the span in each phase.) girder Bar R �_ 1 3/4', 3/8' Dia bolt _ 1 %6' Dia hole for with nut &washers ] x 8 O 1 i/Z' Dia F3125 Gr A325 1-4 x 4 or Spacers bolt (Igth = 6"). Loop 2-2 x 4 Timbers cable at bolt. a (Min) �'4 3/4 x 3/4 4 x 4 Clip 2-PL %zx3 %z or (Typ) 4 Timber See Detail "8" 2-2 x 8 Timbers L 4 x 4 x 3/8 2 Viz, 4 7%6" hole for Tight fit (not O 1 t/z Y8' Dia A193 Gr.B7 x 4 %z or A449 anchor bolt FOR ERECTION BRACING, OPTION 2 ELEVATION (1 3/4" proj, F-2" Min embed) 2 x 8 2-PL %zx3%z HORIZONTAL BRACING DETAILS s — — 1 x 8 Spacer 0 � N PLAN DETAIL "B" PLAN ` N ANGLE BRACE DETAILS HAULING & ERECTION: The Contractor's attention is directed to the possible lateral instability of prestressed concrete girders and beams over 130' long, especially during hauling and erection. The use of the following methods to improve stability is encouraged: Locate lifting devices at the maximum practical distance from girder ends; use external lateral stiffening devices during hauling and erection; lift with vertical lines using two machines; and take care in handling to minimize inertial and impact forces. ERECTION BRACING: Erection bracing details shown are considered the minimum for fulfilling the bracing requirements of Item 425. Required erection bracing must be placed immediately after erection of each girder and remain in place until additional bracing as required for slab placement is in place. This standard is needed in all cases to meet requirements for Slab Placement Bracing PHASED CONSTRUCTION: Place erection and slab placement bracing for all girders in a phase as shown in these details. For phases after first, also place erection and slab placement bracing between outer girder of completed phase and adjacent girder of current phase. When the phase construction joint is between girders, top bracing can be omitted. Notch timber as shnw, DETAIL "A" TIf angle shown exceeds 120 degrees, move diagonal brace to other side of girder/beam and place square to girder/beam. This may prevent exterior girder from being erected first. OPlace and weld #5 bars as shown during erection. If forming deck with prestressed panels, bars can be temporarily removed, one at a time, during panel erection. Re -install bar prior to additional panel erection. Bars can rest on panels and be bent down and welded to girder Bars R (See Sheet 2 of 2). OClear distance between spacers must not exceed 3'. Nail together with 16d nails. OUse wedges as necessary to obtain tight fit. Nail wedges to timbers. OPressure treated landscape timbers can not be used. OAII hardware used with cable must be able to develop a minimum 25 kips breaking strength. Use thimbles at all loops in cable. Install cable clamps with saddles bearing against the live end and U-bolts bearing aginst the dead end. OIt is acceptable to tie anchor bolts to cap reinforcement. O Prior to installing, field bend strap to lay flush on both girders' top flange and slope between flange tips. OAnchor bolt may be drilled and epoxied in place. Provide 25k minimum pullout. Core drill hole. SHEET 1 OF 2 I Bridge I Division ,Texas Department of Transportation Standard MINIMUM ERECTION AND BRACING REQUIREMENTS PRESTRESSED CONCRETE 1-GIRDERS AND 1-BEAMS MEBR(C) FILE: mebcstsl-17dgn ON: TxDOT cx: TxDOT ow: TxDOT a:: TxDOT ©TxDOT August 2017 coNr I seer Ioe I HIGHWAY REVISIONS DISi COUNTY sHEET NG. U� :E � y O o W � J See Table A ]0 � 1 \ 4'-0" \ 1 (Typ) \ 1 \ 1 Horizontal (Typ) bracing \ I top and bottom \ Bent 1� Bent � �\ 1 CL Girders/Beams SLAB PLACEMENT BRACING %1" Min dia expansion anchor, 3" Min embed, 6 Kultimate shear capacity required. I%6' Dia hole centered in strap _[� 3/8' Dia bolt with nut & washers r1-4x4or 2-2 x 4 Timbers 02113120241tem G. TABLE A OPTION I -RIGID BRACING (STEEL STRAP) OPTION 2-FLEXIBLE BRACING (NO. 5 OVER PCP) Girder or Beam Type Maximum Bracing Spacing Girder or Beam Type Maximum Bracing Spacing Slab Overhang less than 4'-O" 11 Slab Overhang 4'-0" and greater 11 Slab Overhang less than 4'-0" 11 Slab Overhang 4'-0" and greater 1 ] Tx28 /4 points %4 points Tx28 %4 points %8 points Tx34 /4 points %4 points Tx34 %4 points %8 points Tx40 /4 points %8 points Tx40 %4 points %8 points Tx46 /4 points %8 points Tx46 %4 points %8 points Tx54 /4 points %8 points Tx54 %4 points %8 points Tx62 /4 points %8 points Tx62 %4 points %8 points Tx70 /4 points %8 points Tx70 %4 points %8 points A /8 points %8 points A 2.0 ft 1.5 ft B /8 points %8 points B 3.0 ft 2.0 ft C /8 points %8 points C 4.5 ft 2.0 ft IV /4 points %8 points IV %4 points 4.0 ft VI /4 points %8 points VI %4 points 4.0 ft 12 gage (0.105" thk) x 2 �/2' steel strap. Galvanize per ASTM A653, G165 coating designation. Leave in place after PCP and slab placement.O F�pL 3" Max Girder I 0" Min Strap end 1 %2' 1 x 8 beyond anchor Spacers O I `4 x 4 •,i„J I Tight fit Timber (Typ) O � or � L2-2cx 8 Timbers See Detail '8 (nothed) FOR SLAB PLACEMENT BRACING, OPTION I - RIGID (Showing slab formed with PCP. This option is not allowed when slab is formed with PMDF or plywood.) Weld #5 bar to both legs of girder Bar R -7—_ Field bend as necessary to allow PCP placement. Do not bend when used with PMDF or plywood forms. 3/8' Dia bolt with nut & washers 1 x 8 r1-4 x 4 or Spacers O 2-2 x 4 Timbers Q 4x4 „�.,� Tight fit Timber (TYP)O � or � L2-2 x 8 Timbers See Detail 8 (notched) FOR SLAB PLACEMENT BRACING, OPTION 2 - FLEXIBLE (Showing slab formed with PCP.) HORIZONTAL BRACING DETAILS O 2 x 8 I x 8 Spacer PLAN DETAIL "B" OPlace and weld #5 bars as shown during erection. If forming deck with prestressed panels, bars can be temporarily removed, one at a time, during panel erection. Re -install bar prior to additional panel erection. Bars can rest on panels and be bent down and welded to girder Bars R. OClear distance between spacers must not exceed 3'. Nail together with 16d nails. OUse wedges as necessary to obtain tight fit. Nail wedges to timbers. OPressure treated landscape timbers can not be used. O Prior to installing, field bend strap to lay flush on both girders' top flange and slope between flange tips. 10 Bracing spacing ( %4 and '/8 points ) measured between first and last typical brace location. I] Measure slab overhang from centerline of girder or beam. When overhang varies in span, determine bracing spacing based on largest overhang. SLAB PLACEMENT BRACING: The details for slab placement bracing are considered minimum for fulfilling the requirements of Specification Items 422 and 425. Required slab placement bracing must remain in place until slab concrete has attained a compressive strength of 3000 psi. GENERAL NOTES: Bracing details for spans longer than 150' are not provided. The Contractor must submit proposed bracing details for such conditions to the Engineer for approval prior to erection. Systems equal to or better than those shown may be used provided details of such systems are submitted to and approved by the Engineer prior to erection. Use of these systems or details does not relieve the Contractor of the responsibility for the adequacy of the bracing and the safety of the structure. Removal of bracing for short periods of time to align girders and beams is permissible. All turn -buckles, come-alongs, anchors and other connections must be capable of developing the full strength of the cable shown. Furnish anchor bolts and nuts in accordance with Item 449, "Anchor Bolts". SHEET 2 OF 2 I Bridge I Division ,Texas Department of Transportation Standard MINIMUM ERECTION AND BRACING REQUIREMENTS PRESTRESSED CONCRETE 1-GIRDERS AND 1-BEAMS MEBR(C) FILE: mebcsts7-17dgn DN: TOOT I CK: TOOT ow: TOOT I a:: TOOT ©TXDOT August 2017 1 CONr ISECTI JOB I HIGHWAY REVISIONS DISi COUNTY SHEET NO. 0211312024 Item G. UI :E O o u _ m Beam cover (Typ) auu, m miY P I v O'oL ^ O 06 co �D I Bedding 2" P-3 10 strip (Typ) u) v Q U L C v v � v c Panel a (Typ) a PRESTRESSED CONCRETE I -BEAMS � c o CL Beam cover (Typ) a U v m p 6 Ip Oink I - Bedding strip v p (Typ). Clean top panel o flange per adhesive a 2" 9" 10 manufacturer's (Typ) v recommendations STEEL BEAMS End of optional polystyrene void form 8'-0" Max G B _. --+----------IT Flange j edge j F g / Flang------------ e / edge / AT FLARED BEAMS OR GIRDERS See PCP-FAB standard for Min and Max dimensions based on beam/girder type. 2" End cover (Typ) � ` v a u Ct Girder o v ] ] vai -mac U-) c P _Z�z 6 a maw Ln O'o:E ^ O O kA 00 c v c D Bedding Panel a 2„ 9„ 10 strip (Typ) (Typ) a 2" End cover (Typ) c o c a a, a, ._ P a Ln O 'o :E ^ c � t— `0 a � v � cover (Typ) a � _ ro g D 2" F-3" ]0 NORMAL OVERHANG WITH PRESTR CONC U-BEAMS PRESTRESSED CONCRETE 1-GIRDERS Ct Beam I I a, � � U n 6 a 'mom v vmco v c Panel (Typ) a PRESTRESSED CONCRETE X-BEAMS O ing Panel eam --- —---------- ---- — --flange — — — — — — — — — .11 T� Bedding strip (Typ) i� , // Interior support of continuous No panels allol steel girder/beam over top tension flanges --------------------- � ------------- — _ _____ — ------ 6" Min ]3 End of /' Skew void / / ----- ----- �� -- - — - / Beam -------- — _—_—_—_—_—_—_—_—_—_—_—_— JL_ Bottom corner ----------------- — J% 2'-1" Min, / Beam 2'-4" Max flange OVER CONC U-BEAMS PART PLANS OF PANEL PLACEMENT OProvide clear cover as indicated unless otherwise shown on Span Details. OSee Span Details and Thickened Slab End Details for top slab reinforcement and clear cover. Transverse top slab reinforcement may rest on top of prestressed concrete panels if necessary to maintain clear cover. OButt adjacent bedding strips together with adhesive. Cut v-notches, approx %4' deep, in the top of the bedding strips at 8' o.c.. 10 Equally space additional bar if more than P-3" Max. 0The actual thickness constructed may exceed the slab thickness shown on the Span Details but the extra thickness may be no more than 2" (1" for prestressed concrete U-beams and steel beams). Bearing seat elevations or finished grade may be adjusted. ]2 Field adjust Bars ZI(#4) to match actual slope of slab overhangs. Width of slab overhang will vary along span with curved slab edges. Adjust Bar Z1(#4) dimensions to maintain proper cover. Bars Z2(#4) are located at Inverted -Tee stems only. 13 Location of concrete placement sequence boundaries and bolted field splices should be considered by the contractor in determining panel limits. / 4 Girder -----/----- ------------- Limits of top tension flanges (See Span and Girder Details) AT INT SUPPORTS OF CONTINUOUS STEEL GIRDERS i Splice m Flange (shop or field) m¢ a edge Panel edge �U� ,a a, a c nC' � --- I FL Flange--- --- PLAN AT SPLICE (Showing steel beams with flange width transition) Cut bedding strip to adjust for difference in flange thickness.-, Ct Splice Bedding strip O (shop or field) Beam or girder —� 2" End cover (Typ) ° Beam ELEVATION AT SPLICE m a Q, (Showing steel beams with different flange thickness) 6 v m E ^ O P O v1 p 'o :cc I 6 c u, D Bedding Panel a m ] ] 2" 9" Max strip (Typ) (Typ) U) = o mgg Spa Un pZro See Span Details and UBMS m v standard for reinforcing v ° �c o Y 11 steel in overhang. (Typ) m Q U ` V, C Q N "Du, .z a 2" End to o a In m C) ro ZI D 10 P-3" Z SLOPED OVERHANG TYPICAL PART WITH PRESTR CONC U-BEAMS TRANSVERSE SECTIONS PRESTRESSED CONCRETE SPREAD SLAB BEAMS Bars P over exterior beams are still required when no overhang is used. In this case, only one Bar D, 2" from slab edge, is required. Field adjust Varies (nominal 6 314") Co Slab overhang - 3" Z1 Overhang at bent - 3" Z2 BARS Z (#4) 12 HL93 LOADING SHEET 2 OF 4 ® Bridge Division ,Texas Department of Transportation Standard PRESTRESSED CONCRETE PANELS DECK DETAILS PCP FILE: pcpstde1-19.dgn I ON: TOOT I a:: TOOT I ow: JTR I a:: JMH ©TXDOT April 2019 1 coNr ISECTI Ioe I HIGHWAY REVISIONS 02113120241tem G. PCP(0) 19 Roadway Bars UP ]3 \ I Slope N t Beam Bar R(#4) � 13 m 2 HAUNCH REINFORCING DETAIL See Span Sheets Example of Rail Anchorage. See applicable rail for 14 ]4 rail anchorage. ]8 (TYp) - Sealing Strip IS See Span sheets Screed Rail p W � J PCP v CL Girder®Sealing Strip ]5 BARS UP (#4) I3 PCP(0) Girder Spacing See Span sheets ® It is recommended to profile every 4 ft by surveying each girder under PCP(0) for proper grading of panels. 0 Screed rail used to set grade for paving machine is not allowed past exterior girder as shown. 12 1 I/2" End Cover on bars. (Typ) ]3 Space bars UP(#4) with girder bars R(#4)in all areas where measured haunch exceeds 3 %z' with Prestressed Concrete I -Girders. Epoxy coating for Bars UP is not required. ]4 6" plus or minus. OPlace sealing strip at flange edge as shown. Butt adjacent sealing strips longitudinally together with adhesive. Use pencil vibrators with concrete placement over girder and between sealing strips to avoid rupturing sealing strips. Cut sealing strips 2" higher than anticipated haunch thickness and compress to grade. (�O(#3) Panel bars F must be field bent and welded to the R bars in girder. Two bars F per panel. 17 Field placed bars that are allowed to be lapped. Reinforcing steel that protrudes from panels are not considered bars to be lapped. See "Material Notes" for applicable bar laps. ISt{ Leveling Bolt Pad. I" Dia Coil Rod or 1" Dia Coil Bolt shown, are furnished by the contractor. After grading each PCP(0) panel with the I" Dia coil rods or coil bolts, secure each panel in its final resting position (plastic shims, welding, etc) and remove all I" Dia coil rods or coil bolts for the cast -in -place concrete. Coil rods/bolts may be left in place at contractor's option. If coil rods/bolts are left in place, coil rods/bolts must have at least 2 I/2" of cover to top of finish grade. Grading bolts are inadequate to carry all conceivable screed/construction loads. Panel support method must be calculated, location identified, and placed on shop drawings. Method chosen to support panels must be adequate for all construction loads. Panel support method must be placed/constructed after final grading and before screed rail placement. 19 Unless shown otherwise on Span Details. ]4 before grading I6 I 78 I 2 - (#3) stability bars must be welded before grading. BAR BAR SIZE MAX SPA (IN) A 12 17 #4 9" G 1217 #4 3%2' M #4 9" T 12 17 #4 9" CONSTRUCTION NOTES: Placing panels adjacent to expansion joints and bent centerlines prior to completing interior panel placement is recommended. Ensure proper cleaning of construction debris and consolidation of concrete mortar under the edges of the panels. Place sealing strips at girder flange edges so that adequate space is provided for the mortar to flow a minimum of 8" transversely under the panels as the slab concrete is placed. Panel placement with Option I on the PCP standard is not allowed. It is recommended to profile every 4 ft by surveying each girder under PCP(0) for proper grading of panels. To allow the proper amount of mortar to flow between girder and panel, maintain a minimum vertical opening of I". Roadway cross -slope reduces the opening available for entry of the mortar. Sealing strips vary in thickness along girder are therefore required. Seal the top panel with a Class 4 sealant as shown in the Panel Layout. MATERIAL NOTES: Provide Grade 60 reinforcing steel in cast -in -place slab. See Table of Reinforcing Steel for size and spacing of reinforcement. If the reinforcing steel is shown on the Span Details to be epoxy coated, then epoxy coat bars A, G, M, & T. Provide bar laps, where required, as follows: Uncoated - #4 = F-7" Epoxy Coated - #4 = 2'-5" Provide sealing strips comprised of one layer low density polyurethane (1.0 Lbs density) foam sealing strips or equivalent. Oversize the height of sealing strips by 2". Bond sealing strips to the girder with 3M Scotch ® 4693 or equivalent adhesive compatible with sealing strips. GENERAL NOTES: Designed according to AASHTO LRFD Specifications. These details can be used as an option to construct the deck overhang when noted on the Span details and in conjunction with the PCP(0)-FAB, PCP and applicable Standard sheets. These details are only applicable for Prestr Conc I -Girders. Any additional reinforcement or concrete required on these details is subsidiary to the bid Item "Reinforced Concrete Slab". Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing bar dimensions shown are out -to -out of bar. HL93 LOADING SHEET 2 OF 2 ® Bridge ,Texas Department of Transportation Division Sealing CL Girder® See PCP Strip ,5 standard. PRECAST CONCRETE PANELS FOR OVERHANGS TYPICAL TRANSVERSE SECTION (Showing Girder Type Tx46) Girder Spacing See Span sheets PCP(0) FILE: pcpostd1-17.dgn oN: KLM I CK: DVL I ow: JTR — KLM ©TXDOT August 2017 CONT SECT Ioe HIGHWAY REVISIONS DIST COUNTY T SHEET NO. 0211312024 Item G. U� :E � y O o Position hangers flush with edge of beam Field trim Stirrup angle if lock necessary x 1" Min (Typ) Form I" Max (Typ) )F support (Typ) PRESTR CONC I -BEAMS AND 1-GIRDERS WITH STIRRUP LOCKS Form support (TYp) Weld anchors are cast -in - place in the beam Slab thickness, See Span Details I Field trim angle if necessary nn PRESTR CONC 1-BEAMS AND 1-GIRDERS WITH WELD ANCHORS Slab thickness, Stirrup lock See Span Details I Position hangers F Field trim angle flush with edge Form Field trim angle if necessary of beam support (Typ) if necessary PMDF 4 0 e o I" Min (Typ) PMDF MDF 1" Max (Typ) Weld anchors are ° cast -in -place PMDF Form in the beam M support (Typ) U-BEAMS U-BEAMS WITH STIRRUP LOCKS WITH WELD ANCHORS Form supports III I" Min 'MDF ±IZ Intermittent weld STEEL BEAMS AT COMPRESSION FLANGES PRECLOSED x 6 Slab thickness See Span Details Ol m 0 PMDF Z. Slab thickness, See Span Details I Tie strap Terminate weld %z' (4'-0" Max Spa) from edge of Intermittent protective angle weld Protective R angle (Typ) — Form Support Cut 2" wide tabs at (Typ) 8'-0" Max centers and field bend for wind hold down STEEL BEAMS AT TENSION FLANGES O TYPICAL TRANSVERSE SECTIONS NOTE: This type is to be used for skewed ends only. TYPES OF END CLOSURES TYP LONGITUDINAL SLAB SECTION Anchor 2" long L or equal at 18" c.c. welded to PMDF Joist — 314' Min -Construction joint or controlled joint Plate Note: In spans where PMD forms are used, timber forms must be used at construction joints. Adequate provision must be made to support edge of metal form and to provide anchorage of metal form to slab concrete where joined to wood forms. SECTION THRU CONSTRUCTION JOINT FOR PRESTR CONC U-BEAM AND STEEL GIRDER BRIDGES: Unless shown elsewhere in the plans, size, spacing, and orientation of bottom mat of slab reinforcement must match the top mat of reinforcing shown on the span details except all bottom mat bars are to be #5. Bottom mat reinforcement and additional concrete is subsidiary to Item 422 "Concrete Superstructures." FOR PRESTR CONC TX -GIRDER BRIDGES: See Miscellaneous Slab Details, Prestr Concrete 1-Girders (IGMS) standard sheet for bottom mat reinforcing. Place concrete in direction of lap �a V7S Tight fit 1 �� SIDE LAP DETAILS OSlab thickness minus %1" if corrugations match reinforcing bars. Welding of form supports to tension flanges will not be permitted. Other methods of providing wind hold down resistance for PMDF in tension flange zones will be considered. At least one layer of sheet metal must be provided between the flange and the weld joint. The direction of concrete placement will be such that the upper layer of the form overlap is loaded first. See Span details for cover requirements. GENERAL NOTES: Steel for Permanent Metal Deck Forms (PMDF) and support angles shall conform to ASTM A653, structural steel (SS), with coating designation G165. Steel must have a minimum yield strength of 33 ksi. Minimum thickness of PMDF is 20 gage and that of support angles and protective angles is 12 gage. Submit two copies of forming plans for PMDF to the Engineer. These plans must show all essential details of proposed form sheets, closures, fasteners, supports, connectors, special conditions and size and location of welds. These plans must clearly show areas of tension flanges for steel beams and provisions for protecting the tension flanges from welding notch effects by inclusion of separating sheet metal or other positive method. These plans must be designed, signed, and sealed by a licensed professional engineer. Department approval of these plans is not required, but the Department reserves the right to require modifications to the plans. The Contractor is responsible for the adequacy of these plans. The details and notes shown on this standard are to be used as a guide in preparation of the forming plans. All material, labor, tools and incidentals necessary to form a bridge deck with Permanent Metal Deck Forms is considered subsidiary to Item 422, "Concrete Superstructures". DESIGN NOTES: As a minimum, PMDF and support angles must be designed for the dead load of the form, reinforcement and concrete plus 50 psf for construction loads. Flexural stresses due to these design loads must not exceed 75 percent of the yield strength of the steel. Allowable stress for weld metal must be 12,400 psi. Maximum deflection under the weight of forms, reinforcement and concrete or 120 psf, whichever is greater, shall not exceed the following: 11180 of the form design span, but not more than 0.50", for design spans of 10' or less. 11240 of the form design span, but not more than 0.75", for design spans greater than 10'. The form design span must not be less than the clear distance between beam flanges, measured parallel to the form flutes, minus 2". CONSTRUCTION NOTES: Form sheets must not be permitted to rest directly on the top of beam flanges. Form sheets must be securely fastened to form supports and must have a minimum bearing length of one inch at each end. Form supports must be placed in direct contact with beam flanges. All attachments must be made by permissible welds, screws, bolts, clips or other means shown on the the forming plans. All sheet metal assembly screws must be installed with torque -limiting devices to prevent stripping. Only welds or bolts must be used to support vertical loads. Welding and welds must be in accordance with the provisions of Item 448, "Structural Field Welding", pertaining to fillet welds. All welds must be made by a qualified welder in accordance with Item 448. All permanently exposed form metal, where the galvanized coating has been damaged, must be thoroughly cleaned and repaired in accordance with Item 445, "Galvanizing". Minor heat discoloration in areas of welds need not be touched up. Flutes must line up uniformly across the entire width of the structure where main reinforcing steel is located in the flute. Construction joints will not be permitted unless shown on the plans. The location of and forming details for any construction joint used must be shown on the forming plans. Forms below a construction joint must be removed after curing of the slab. A sequence for uniform vibration of concrete must be approved by the Engineer prior to concrete placement. Attention must be given to prevent damage to the forms, yet provide proper vibration to prevent voids or honeycomb in the flutes and at headers and/or construction joints. SHEET 1 OF 2 ® Bridge Division ,Texas Department of Transportation Standard PERMANENT METAL DECK FORMS FILE: pmdtste1-20.dgn I DN: TOOT I CK: TOOT I Dw: TXDOT CK: TXDOT ©TOOT April 2019 1 CONr SECTJOB I HIGHWAY REVISIONS 02-20: Modified box note bLa atldig steel beams/girders and subsidiary. DISi COUNTY SHEET N0. 0211312024 Item G. A Deck joint Slab thickness O A See Span Details Top of U-beam o . D - Co c � m m ' See Detail "A" 0 0 �v P-3":�Iep,ndicular to joint m � v o Permanent PE or removable re o _ o forms z; t QQ_ AT THICKENED SLAB END o FOR U-BEAMS Top of slab to top of beam �° at CL brg — See Span Details m `^ x v v Slab thickness 0 See Span Details a�L Io. m v o c � o vno 0 aa� �'E I a R o Top of beam m o � I c v m� no o I �a ova w R m Permanent g or removable forms o y AT SLAB OVER ABUT BKWL OR INV TEE STEM FOR CONC BEAMS WITHOUT THICKENED SLAB END Top of slab to top of beam at CL bearing _ See Span Details Slab thickness n See Span Details I . e o s Permanent I o I - .- - - - or removable forms Ft Deck joint I See Detail "B" I I FL Bearing End diaphragm AT CONC END DIAPHRAGM FOR PRESTRESSED I -BEAMS AND STEEL BEAMS See Span Details Slab thickness O See Span Details Ct Deck joint Top of beam I � CL Bearing See Detail "A" lent or ble form Dimension shown Perpendicular to joint elsewhere in plans AT THICKENED SLAB END FOR PRESTRESSED I -BEAMS, 1-GIRDERS AND STEEL BEAMS Showing I-beam block -out. No block -out for I -girders or steel beams. Slab thickness U CL Bents I See Span Details Permanent or removable form Top of beam See Detail "A" Weld End diaphragm Inverted tee bent cap AT SLAB OVER INV TEE STEM FOR STEEL BEAMS WITHOUT THICKENED SLAB END PL Deck Jt Slab thickness O Weld 8 qul ed size as See Span Details I I e . I I op of beam Permanent or Top of beam removable form See Detail "A" I 1" Min End diaphragm AT END DIAPHRAGM FOR STEEL BEAMS WITHOUT THICKENED SLAB END Secure form support to beam flange as necessary to ensure uniform contact with beam flange P Form MDF support SECTION A -A �2" X—Bent Permissible lap joint Fasteners at ]8" c.c. Max plate, size as required 216 Gage (Min) " DETAIL "A" Bent PL or L - size as required Anchors cast in diaphragm Fasteners at 18" c.c. Max PMD Form, end closure required where form is 1" cut on skew DETAIL "B" n1 Slab thickness minus 5/a' if corrugations match reinforcing bars n5 Minimum yield stress of 12 gage bars shall be 40 ksi See Span Details for break line location 2" Flat Bar 12 Gage at 4'-0" Max 5 Flat Bar s ]2 Gage 5 — — — — _D_ _ _ _ _ _ _ _ _ — — Existing concrete slab Existing /z reinforcing bars 3 „ /2 i GL Existing prestr [-girder SHOWING PRESTRESSED CONCRETE I -BEAMS, I -GIRDERS AND U-BEAMS 2" Flat bar 12 gage at 4'-0" Max 5 Protective angle - tension flange 3/16 2" flat bar 12 gage - compression flange 5 PMDF support Existing angle concrete slab �1/i' Compression Existing I flange only reinforcing bars 3 %z' Ct Existing beam, SHOWING STEEL BEAMS WIDENING DETAILS SHEET 2 OF 2 PMDF support angle ® Bridge Division ,Texas Department of Transportation Standard PERMANENT METAL DECK FORMS FILE: pmdtste1-20.dgn DETAILS AT ENDS OF BEAMS ©TOOT April 2019 REVISIONS W LLI 02-20: Modified box note 65 addi,g steel J beams/girders and ubsidiary. PMDF DN: TOOT CK: TOOT — TOOT CK: i CONr I SECT JOB I HIGHWAY DISi I COUNTY SHEE 0211312024 Item Z,- v-- LU g o E n O x o I i I i I m i / I v Break point O7 ti Toe of rail, n curb or parapet e Cut and shop �, vulcanize seal - when skew Miter and O exceeds 35' shop weld ------- ----=y Z Steel section O L Steel section �1 Skew angle SHOWING SKEWS WITH SHOWING SKEWS WITHOUT SHOWING WITHOUT SKEWS SLAB BREAKBACKS SLAB BREAKBACKS AND SLAB BREAKBACKS PLANS OF END CONDITIONS x Ln (Typ) Lq Bend studs as shown when depth of CIP concrete is less than 7 1/4' at joint location SECTION THRU WATSON BOWMAN w ACME (5E-400 OR 5E-500) JOINTS o� Median barrier Median barrier not anchored to slab anchored to slab End SEJ See at toe of "Upturn barrier Detail" WITH OPEN DECK JOINT BELOW MEDIAN BARRIER End 1 Yz, See SEJ "Upturn Detail" WITH OPEN DECK JOINT ADJACENT TO MEDIAN BARRIER Slab thickness less than 7 %4' Steel section 2 Conforms to slab surface (Typ) ___ SEJ continuous under barrier Cast or install barrier after joint system installation AT MEDIAN BARRIER Rail See "Upturn Detail" AT CONCRETE BRIDGE RAIL Sidewalk -Rail Traffic side See "Upturn Detail" AT SIDEWALK BEHIND BRIDGE RAIL See "Upturn Detail" Slab thickness TYPICAL SECTIONS O 7 I/4' and greater See table for joint Steel opening at 70o F section 5Z6' Dia x 0'-6" Conforms to stud anchors at slab surface 6" C.C. Max (Typ) (alternate location) 6 � �14" �/ 6 (TYp) See table for joint opening at 70°F Dia x 0'-6" stud anchors at 6" C.C. Max (alternate location) rl SECTION THRU D.S. BROWN (A2R-400 OR A2R-XTRA) JOINTS SEJ continuous under barrier Cast median after joint system installation AT RAISED MEDIAN SEJ AT STEEL POST BRIDGE RAIL TABLE OF SEALED EXPANSION JOINT INFORMATION STRIP SEAL MANUFACTURER D.S. Brown Watson Bowman Acme REDUCED LONGITUDINAL MOVEMENT RANGE SKEW JOINT SIZE (deg) 4„ 5„ 0 4.0" 5.0" 15 4.0" 5.0" 30 3.5" 4.3" 45 1 2.8" Type R Type SSCM2 1 1 Bevel Bevel STEEL SECTION O 4" JOINT 5" JOINT Seal Joint Seal Joint Type Opening O3 Type Opening O3 Type SSCM2 A2R-400 1 3/4' A2R-XTRA 2" Type R 5E-400 1 3/4' 5E-500 2" DESIGN NOTES: Joints installed on a skew have reduced ability to accommodate 1 Remove all burrs which will be in contact with seal longitudinal movement. Use table prior to making splice. values to determine the correct joint size for skewed installations. 2 Shape of steel section shown is typical. Variations For other skews over 25 degrees, in sections must be approved by the Engineer. calculate reduced movement range 3 by multiplying joint size by cosine These openings are also the recommended minimum (skew). installation openings. FIELD SPLICE DETAIL Cope as required \ to provide 1" Min clear cover. Stud location may require adjustment 5" Determined by joint opening Shipping angle Top of L2x2x3/,6 concrete spaced at 4'-0" C-C Max %8 �8 SHOWING D.S. BROWN (Ty SSCM2) (All joints are similar.) (Studs are not shown for clarity.) SHIPPING ANGLE An alternate method of securing joint sections may be used if approved by the Bridge Division. Erection bolts are not allowed. 60° OReduce for sidewalk or parapet heights less than 6". OOther conditions affecting the joint profile should be noted elsewhere. ✓eld top ind back. O Move transverse bars that are in conflict with SEJ rind top studs, in either the bridge slab or approach slab, mooth to rest at the junction of the studs. Toe of sidewalk, rail or median barrier ya, y � .O Miter and � 2 shop weld O UPTURN DETAIL OSee Span details for location of break point. O Align shipping angle perpendicular to joint. FABRICATION NOTES: Temporarily shop assemble corresponding sections of sealed expansion joints (SEJ), check for fit, and match mark for shipment. Secure corresponding sections together for shipment with shipping angle. Do not use erection bolts. The seal must be continuous and included in the price bid for sealed expansion joint. Ship steel sections in convenient lengths of 10'-0" Min and 24'-0" Max unless necessary for staged construction or widenings. One shop splice is permitted in each shipping length provided no piece is less than 2'-0" long and sufficient studs are added to limit the stud to shop splice distance to 2" Min and 4" Max. Weld studs in accordance with AWS D1.1. Butt weld all shop and field splices and grind smooth areas in contact with seal. Make all necessary field splice joint preparations in the shop. Paint the entire steel section with System 1I or IV primer in accordance with Item 446, "Feild Cleaning and Painting Steel", unless required to galvanize when shown in the plans. Provide galvanizing in accordance with Item 445, "Galvanizing". Provide paints in accordance with Item 446.2. Prepare steel and apply paint in accordance with Item 446.4.7.3 and 446.4.7.4. Shop drawings for the fabrication of sealed expansion joints will not require the Engineer's approval if fabrication is in accordance with the details shown on this standard. CONSTRUCTION NOTES: Secure the sealed expansion joint in position and place to the proper grade and alignment by welding braces to adjacent reinforcing steel, to prestressed beam stirrups, or to anchors cast in concrete diaphragms. Include cost of temporary bracing in the price bid for sealed expansion joint. Remove shipping angle immediately after each joint half is secured in place. Grind smooth, and touch up with organic zinc -rich paint. Clean and prepare seal cavity for seal installation as per the Manufacturer's installation procedures. GENERAL NOTES: Provide sealed expansion joints in the size and at locations shown on the plans. Minimum slab and overhang thickness required for the use of SEJ-M is 6 t/2'. ® Bridge I Division ,Texas Department of Transportation Standard SEALED EXPANSION JOINT TYPE M WITHOUT OVERLAY SEJ-M FILE: sejmste1-19.dgn oN: TOOT I cK: TOOT I ow: JTR I cK: JMH ©TOOT April 2019 coNr I SECTI Ioe I HIGHWAY REVISIONS orsr couNrr sHeer No. Q�-a:E x O `o Wingwall Length (Varies) Concrete Panel Length Concrete Panel Length 5'-0" Min CL Intermediate Wall 2'-4" ]'-10" 10'-0" Max 10'-0" Max Post Spa 10'-0" Max 10" Min Joint (See Detail) End of Bridge Rail Post Spa (Typ) for payment 10"HSS Rail Section 7PostSpa Min Top of SlabEndof or Sidewalk Offset 1'-0" Ct Thrie-Beam 2i n back of rail �� Face of Abut Bkwl 1'-0" Terminal I 600 4 (') -{I Connector 7 I I I G I I JL JL Same as Slab Same as Slab %4' Min Jt Opening = _ _ _ _ _ _ = Jt Opening = _ _ _ _ _ _ _ _ = 3/4' Max Intermediate Curb Joint (See Detail) Construction Joint Limits or Controlled Joint of Abut Wingwall AT ABUTMENTS AT BENTS WITH SLAB EXP JOINTS AT BENTS WITHOUT SLAB EXP JOINTS ROADWAY ELEVATION OF RAIL 5 - I" Dia holes and 2 Viz" Dia x 2" deep recesses. Form or core holes and recesses. Percussion drilling is not permitted. I I Adjust placement of reinforcing steel as necessary to avoid bolt holes and recesses. Bolt recesses are only required when pedestrian sidewalks are adjacent to back of rail. I I Provide bolts of sufficient length to extend 1/2" to 3/4' beyond nut. CL Thrie-Beam Terminal Connector 1 - - — - - ------ I I O h I. Top of Abut Wingwall 6 M ELEVATION SECTION rDDnnTAIAI i-nnlnlDi-rTnn/ nr=TATi c Typ 2'-4" HSS Note that at least two anchor points (as shown) are required for the Bridge Rail on the Abutment Wingwall. Longer Wingwalls may require more than two Rail anchorages. HSS RAIL TERMINAL DETAIL HSS Rails Base PL % (ASTM-A36) 2— TRANSVERSE SECTION Opening Form to here. D Tool groove Construction Joint or Controlled Joint INTERMEDIATE WALL JOINT DETAIL Provide at all interior bents without slab expansion joints. S3(#4) S2(#4) S1(#4) (-R(#4) O L N PLAN VIEW Traffic side ) 2 Eq Spa Bars S Spa - 2" 6" Max Spa Field bend R(#4) as shown R(#4) 6" R T R S](#4) S3(#4) S2(#4) Field bend reinforcing as necessary to maintain I" cover at taper Top of Abut Wingwall 6" Facing End of 7 34 a 3" 1 '/4' Bridge Rail (Typ) 1 %4' 2 Viz, 73/16' Dia Anchor Turndown 7O Bolt Hole (Typ) _ I Base PL 3/8 v (AST M-A36) Drain Hole Post 8 ( 13/6" Dia Max) RAIL TURNDOWN POST BASE PLATE PLAN BASE PLATE PLAN HSS RAIL DETAILS Same as Slab Joint Opening S1(#4) 0211312024 Item G. OTerminal Connectors and associated hardware are to be paid for under the Item "Metal Beam Guard Fence". Attach Metal Beam Guard Fence Transitions to the bridge rail and extend along the embankment unless otherwise shown in the plans. OBack of rail offset may, with Engineer's approval, be continued to the end of the railing. QC Exp Joint or Splice Joint as required. OOne shop splice per HSS rail section is permitted with minimum 85 percent penetration. The weld may be square groove, or single vee groove. Grind smooth. OIncrease 2" for structures with overlay. O Place 4 additional Bars R(#4) 3-8" in length inside Bars 5(#4) and centered 2'-0" from end of rail when Terminal Connections are required. Field bend as needed. O HSS 2.875 x 0.203 O HSS 2.375 x 0.154 03/8" Dia Hole in bottom of HSS rail (Minimum I hole between posts - Typ) 6" Max SDa 2" 1/4' Min R(#4) I 3/4' Max U(#4) at 6" Max �CL Intermediate Wall Joint (See Detail) I AT BENTS AT ABUT WITH SLAB AT WITHOUT SLAB WINGWALL EXP JOINTS SLAB EXP JOINTS ELEVATION SHOWING TYPICAL REINFORCING PLACEMENT WU(#4) � 2„ at 6" Max (Typ) AT BENTS (Showing without raised sidewalk) SHEET 1 OF 3 Bridge Division ,Texas Department of Transportation Standard COMBINATION RAIL TYPE C221 FILE; rlstd018-19.dgn DN: TxDOT CK: TOOT DW: JTR I CK: JMH ©TXDOT September 2019 CONT SECT joe HIGHWAY REVISIONS D151 COUNTY SHEET NO 315 1 0211312024 Item G. 6„ Face of Rail 6„ Face of Rail ma m m 1"Ror 1"Ror Chamfer Chamfer (TYP) o (TYp) o N N b Top of Slab R(#4) I 52(#4) O R(#4) 57(#4) and/or O R(#4) 5](#4) qJ 53(#4) QJ QJ Sidewalk d I 5 m Adjust bottom bars R(#4) s a ] %2„ 11 1 V2" O M a 1 %V 1 1/z" OS `n oo O `^ required to T a (Ty II (TYP) (TYp) (TYP) maintain 2" ( Yp) c o c N a m a N cover over W W O 4 j4' 70 I 57(#4) 4 �a U(#4) slots. ^ 6t1/2!' Approach ]] �— — — ro c - WU(#4) Slab 12 or CRCP Field bend or Vertical Rebonded cut bars S(#4) as Reinforcing steel recycled tire rubber required at slots. ON ABUTMENT WINGWALLS SECTION THRU OR CIP RETAINING WALLS ON BRIDGE SLAB OPTIONAL SIDE SLOT DRAIN SECTIONS THRU RAIL WITHOUT RAISED SIDEWALK m 6„ Face of Rail i ca cc 1"Ror Chamfer N (TYp) R(#4) I 52(#4) 53(#4) ° d! ^� 1 I/2" ro N (Typ) II (TYp) S7(#4) 6 Approach WU(#4) Slab or CRCP Vertical /2' Rebonded Reinforcing steel recycled tire rubber ON ABUTMENT WINGWALLS OR CIP RETAINING WALLS 0 Co m 6„ Face of Rail i co 0 1" R or Chamfer N (TYp) (TYp) 4 '/4 Top of —5](#4) Raised Sidewalk Co M ] %z' (TYp) N — U(#4) b -- --O G 00 Const Joints ON BRIDGE SLAB SECTIONS THRU RAIL WITH RAISED SIDEWALK Bars 5 Spa - 2" Slab Expansion Joint or Intermediate Wall Joint 6" Max Spa R(#4) S7(#4) 1 3-0" Min 14 LI 2 2 end region of U(#4) U(#4) at 6" Max (Typ) (Typ) panel length 2'-0" 6-0" Min 2'-0" with side Slot Slot slot drains OPTIONAL SIDE SLOT DRAIN DETAIL Note: Side Slot Drains may be used where shown elsewhere on the plans or as directed by the Engineer. Drains should not be placed over railroad tracks, lower roadways, or sidewalks. When this rail is used as a separator between a roadway surface and a sidewalk surface, side drain slots will not be permitted. OIncrease 2" for structures with overlay. 10 5 Z4" when vertical reinforcing has closer clear cover over horizontal reinforcing in abutment wingwalls or retaining walls on traffic side of wall. ] ] As an aid in supporting reinforcement, additional longitudinal bars may be used in the slab with the approval of the Engineer. Such bars must be furnished at the Contractors expense. ]2 Top longitudinal slab bar may be adjusted laterally 3" plus or minus to tie reinforcing. ]3 Raised Sidewalk Space U(#4) bars at 4" Max when end region of panel length is less than 6-0" to side slot drain. Space U(#4) bars at 6" Max when end region of panel length is 6'-0" and greater to side slot drain. SHEET 2 OF 3 "' Bridge Division ,Texas Department of Transportation Standard COMBINATION RAIL TYPE C221 FILE; r1std018-19.dgn DN: TxDOT CK: TOOT I Dw: JTR I CK: JMH ©TXDOT September 2019 CONr SECTJoe I HIGHWAY REVISIONS D151 COUNTY 1 7 SHEET N0. 3n 0211312024 Item G. Q �_ :E x O `o RAIL DATA FOR HORIZONTAL CURVES RADIUS TO FACE OF RAIL MAX CHORD LENGTH CONSTRUCT OR FABRICATE Over 2800' 29'-0" Straight rail panels � U) Over 1400' thru 2800' 14'-6" To required radius or to chords shown Over 700' thru 1400' T-3" = IThru 700' Zero To required radius Sleeve Member 8 %4' Dia Pin 2„ (Driving Fit) or welded lug (TYp) HSS Rail 7 Sleeve Members 8 1Z %4' Dia Pin (Driving Fit) or welded lug AT SPLICE OR EXP JTS SECTION A -A PIPE SPLICE DETAILS 3 314' Dia Bending 17 Pin 5 4 314' 8" BARS U (#4) 1Z Traffic N side OS 2" Dia Bending Pin N Installed WWR 1Z Ln 7 %z' may rest on top of slab or wall 314' L Min 16 OPTIONAL WELDED WIRE REINFORCEMENT (WWR) DESCRIPTION LONGITUDINAL WIRES VERTICAL WIRES Minimum (Cumulative Total) Wire Area 1.067 Sq In. 0.267 Sq In. per Ft No. of Wires Spacing Minimum 8 4" Maximum 10 8" Maximum Wire The smaller wire must have an area Size Differential of 40% or more of the larger wire. Installed Bars S may rest on top of slab or wall 3 314' Dia Bending Pin V) L4 Ln M u) Traffic side O O 2" Dia S1 7 �12" Bending Pin 9]7 5 �N � �N v S2 6 %z" `v `v 0 4 314 - \N BARS WU (#4) BARS S (#4) C Concrete Rail Footprint Outside Edge Outside Edg� of Slab or Abut Wingwall of Slab. CL Slab 4 Concrete Rail Expansion Joint. Location of Rail Expansion Joint must be at the intersection of CL Slab Expansion Joint, Expansion xp i CL Rail Footprint and perpendicular to slab outside edge. Cross -hatched area must have Viz" Preformed Bitumuminous Fiber Material under concrete rail, as shown. PLAN OF RAIL AT EXPANSION JOINTS CL 518" Dia hex head anchor bolt or threaded rod (ASTM A307 Gr A) with one hardened steel i washer(ATSM F436) placed under each hex nut (ASTM A563). One additional hex nut - - must be furnished and tack welded for each o v� threaded rod. E w Tack Weld — Flush or %e' Max CAST -IN -PLACE ANCHOR BOLT OPTIONS 'B OIncrease 2" for structures with overlay. O HSS 2.875 x 0.203 O HSS 2.375 x 0.154 15 No longitudinal wires may be in top center of cage 16 Bend or cut as required to clear drain slots. 17 For raised sidewalks, add sidewalk height to total bar height Use sidewalk height at rail's location. OSee "Material Notes" for anchor bolt information. CONSTRUCTION NOTES: This railing may be constructed by the slipform process when approved by the Engineer, with equipment approved by the Engineer and when adhesive anchor bolts are used. Slipforming parapet is not allowed if anchor bolts are cast with parapet wall. Provide sensor control for both line and grade. Tack welding to provide bracing for slipform operations is acceptable. Welding may be performed at a minimum spacing of 3 ft between the cage and the anchorage. It is permissible to weld to bars U, WU and S at any location on the cage. If increased bracing is needed, provide additional anchorage devices and weld in the upper two thirds of the cage. Paint welded areas on epoxy coated and/or galvanized reinforcing with an organic zinc rich paint in accordance with Item 445 "Galvanizing". If rail is slipformed, apply an heavy epoxy bead I" behind toe of traffic side of rail to concrete deck just prior to slip forming. Provide a 3/8' width x V4' tall heavy epoxy bead with Type III, Class C or a Type V epoxy. Test adhesive anchors in accordance with Item 450.3.3, "Tests". Test 3 anchors per 100 anchors installed. Perform corrective measures to provide adequate capacity if any of the tests do not meet the required test load. Repair damage from testing as directed. At the Contractor's option anchor bolts may be cast with the parapet. See "Material Notes". Face of rail, parapet must be plumb unless otherwise approved by the Engineer. HSS rail posts must be square to the top of parapet. Use epoxy mortar under post base plates if gaps larger than %6' exist. Round or chamfer exposed edges of HSS rail and HSS rail posts to approximately %s' by grinding. HSS rail sections must not include less than two posts, and no more than four (except at Abutments). Chamfer all parapet exposed corners. MATERIAL NOTES: Provide Class "C" concrete. Povide Class "C" (HPC) if required elsewhere. Provide Grade 60 reinforcing steel. Epoxy coat or galvanize all reinforcing steel if slab bars are epoxy coated or galvanized. Provide ASTM A1085 or A500 Gr B or A53 Gr B for all HSS. Galvanize all metal components of steel rail system. Apply additional coatings when shown elsewhere on the plans. When plans require paint over gavanizing, follow the requirements for painting galvanized steel in Item 445, "Galvanizing" and when field painting, Item 446, "Field Cleaning and Painting Steel". Sleeve members and anchor bolts must receive galvanization prior to installation and only field paint after installation unless directed otherwise by Engineer. Deformed Welded Wire Reinforcement (WWR) (ASTM A1064) of equal size and spacing may be substituted for Bars U and WU unless noted otherwise. Deformed WWR (ASTM 1064) may be substituted for Bars R and S, as shown. Combinations of reinforcing steel and WWR or configurations of WWR other that shown are permitted if conditions in the table are satisfied. Provide the same laps as required for reinforcing bars. Anchor bolts must be 518" Dia ASTM A307 Gr A fully threaded rods with one hex nut and one hardened steel washer (ASTM F436) each. Nuts must conform to ASTM A563 requirements. Embed fully threaded rods into parapet wall with a Type III, Class C, D, E, or F anchor adhesive. Minimum adhesive anchor embedment depth is 3". Anchor adhesive chosen must be able to achieve a nominal bond strength in tension of a single anchor, Na, of 5 kips (edge distance must be accounted for). Submit signed and sealed calculations or the manufacturer's published literature showing the proposed anchor adhesive's ability to develop this load to the Engineer for approval prior to use. Anchor installation, including hole size, drilling, and clean out, must be in accordance with Item 450, "Railing". Optional cast -in -place anchor bolts must be 518" Dia ASTM A307 Gr A bolts (or threaded rods with one tack welded hex nut each) with one hex nut and one hardened steel washer (ASTM F436) at each bolt. Nuts must conform to ASTM A563 requirements. Provide bar laps, where required, as follows: Uncoated or galvanized - #4 = P-7" Epoxy coated - #4 = 2'-5" GENERAL NOTES: This rail has been evaluated and accepted to be of equal strength to railings with like geometry, which have been crash tested to meet MASH TL-3 criteria. This rail can be used for speeds of 50 mph and greater when a TL-3 rated guard fence transition is used. When a TL-2 rated guard fence transition is used, this rail can only be used for speeds of 45 mph and less. Do not use this railing on bridges with expansion joints providing more than 5" movement. Rail anchorage details shown on this standard may require modification for select structure types. See appropriate details elsewhere in plans for these modifications. Submit erection drawings showing panel lengths, rail post spacing, and anchor bolt setting to the Engineer for approval. Average weight of railing with no overlay: 380 plf (total) 370 plf (Cone) 10 plf (Steel) Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing bar dimensions shown are out -to -out of bar. SHEET 3 OF 3 ® Bridge Division ,Texas Department of Transportation Standard COMBINATION RAIL TYPE C221 Eae r1std018-19.dgn ON: TxDOT I CK: TOOT I DW: JTR I CK: JMH ©TXDOT September 2019 1 CONY ISECTI Joe I HIGHWAY REVISIONS Example showing Slab Expansion Joints without breakbacks. Q1FA d. >w 0 a 7 N + N o+ L •- 3 v o- n �c n•- T ± o 0 41 L L O W 00 o AID no w w E� N N L •- L c Y L L o c 0 oc w 0o r v- o o L o. 3 E i o + L ac 0 .2.0 + ID av c N O a �t wo O o x •- FL L N aw c> t 0 n} c o L or o N — • D L C ID n c N N L N t ¢ w W O N � N O J J � CJ O — L x o R-� 0211312024 Item G. 4' mimum steel or wood posts spaced at 6' to 8'. GENERAL NOTES Softwoonid posts shall be 3" minimum in diometer or nominal 2" x 4". Hardwood posts shall hove a minimum cross section of 1.5" x 1.5" 1. Vertical tracking is required on projects where soil distributing activities have occurred Connect the ends of the successive unless otherwise approved. reinforcement sheets or rolls a Fasten fabric to the top strand of the wire using minimum of 6 times with hog rings. hog rings or Rcorrdd at a maximum spacing of 15". 2. Perform vertical tracking on slopes to temporarily stabilize soil. Al 3. Provide equipment with a track undercarriage capable of producing linear soil impressions rl►J Attach the wire mesh and fabric on end measuring a minimum of 12" in length by 2" to 4" in width by 1/2" to 2" in depth. posts using 4 evenly spaced staples for wooden posts (or 4 T-Clips or 4. Do not exceed 12" between track impressions. pyl"K 2• sewn vertical pockets for steel posts). 5. Install continous linear track impressions where the minimum 12" length impressions are perpendicular to the slope or direction of water flow. Galvanized welded wire mesh (W.W.M.) (12.5 GA. SWG Min.) with a maximum 90• opening size of 2"x 4"or Woven Mesh (W.M.)(See woven mesh option detail) Woven filter fabric Place 4" to 6" of fabric against the trench ` side and approximently 2" across the trench bottom in the upstream direction. R Minimum trench size shall be 6" square. Backfill and hand tamp. ° •Ev �v TEMPORARY SEDIMENT CONTROL FENCE Linear soil impressions. SCF /i. 2" Filter fabric 3' min. width. Dozer tracks create track imprints parallel to the slope contour. Top of Fence BackfTll & hand tamp. 90° Embed posts 18" min, FLOWor Anchor if in rock. / �f L s % V/ yjgy \ 'n,\vn\w'n1 vn\410% SECTION A -A /��.. .. HINGE JOINT KNOT WOVEN MESH (OPTION) DETAIL Galvanized hinge joint knot woven mesh (12.5 GA.SWG Min.) requires a minimum of five horizontal wires spaced at VERTICAL TRACKING a maximum of 12 inches apart and all vertical wires spaced at a maximum of 12 inches apart. Design Division ,Texas Department of Transportation Standard SEDIMENT CONTROL FENCE USAGE GUIDELINES TEMPORARY EROSION, A sediment control fence may be constructed near the downstream perimeter SEDIMENT AND WATER of a disturbed area along a contour to intercept sediment from overland LEGEND POLLUTION CONTROL MEASURES runoff. A 2 year storm frequency may be used to calculate the flow rote to be filtered. Sediment Control Fence FENCE & VERTICAL TRACKING Sediment control fence should be sized to filter a maximum flow through rate of 100 GPM/FT2. Sediment control fence is not recommended to control EC (1 ) —I 6 erosion from a drainage area larger than 2 acres. FILE: ecl 16 DN:TxoOT CK: KM I Dw: VP DNicK: Ls © TxDOT: JULY 2016 coNT SECT JOB I HIGHWAY REVISIONS W J DIST COUNTY I I SHEET N0. C - C 7 O N 0 L L O w � P 0 0 D D + C W Y ` T O C O 0 L T 0 C L 0 0 L N 0. E z r- L + 0 U L a 0 w 0 0 U D 0 0 a C c C •- N 0 N C •- C L D C 0 0 D O C N O 0 N L N C L N + E W o N �0o J 7 r �00 oll (See Usage Guidelines) PLAN VIEW 3' , 6' or 9' Galvanized Steel RFD TYPE 4 (SACK GABIONS) RFD4 rLAN YILN �.- ♦OiJOOO.00, ❖:...8❖:...8�. ❖::�:.8•:.dd.•S:❖:•!.� SECTION B-B Galvanized Steel SECTION A -A 2' Dio. Flow Excavation (If shown on construction drawings) Earth embankment IA "V" Shape may be used for higher velocity flows. (See "V" Shape Pion View below) FILTER DAM AT SEDIMENT TRAP OR Mi Width for Payment Level Crested Weir 2 weir Length y 4" Min. C PROFILE Galvanized woven wire mesh 'I nA; (for Types 2 & 3) See Note 4 2 1 Open graded rock 1' Min. .. 4" Min. T SECTION C-C Types 1 & 2 = 18" Type 3 = 36" ROCK FILTER DAM USAGE GUIDELINES Rock Filter Dams should be constructed downstream from disturbed areas to intercept sediment from overland runoff and/or concentrated flow. The dams should be sized to filter a maximum flow through rote of 60 GPM/FT2 of cross sectional area. A 2 year storm frequency may be used to calculate the flow rate. Type 1 (18" high with no wire mesh) (3" to 6" aggregate): Type 1 may be used at the toe of slopes, around inlets, in small ditches, and at dike or Swale outlets. This type of dam is recommended to control erosion from a drainage area of 5 acres or less. Type 1 may not be used in concentrated high velocity flows (approximently 8 Ft/Sec or more) in which aggregate wash out may occur. Sandbags may be used at the embedded foundation (4" deep min.) for better filtering efficiency of low flows if called for on the plans or directed by the Engineer. Type 2 (18" high with wire mesh) (3" to 6" aggregate): Type 2 may be used in ditches and at dike or Swale outlets. Type 3 (36" high with wire mesh) (4" to 8" aggregate): Type 3 may be used in stream flow and should be secured to the stream bed. Type 4 (Sock gobions) (3" to 6" aggregate): Type 4 May be used in ditches and smaller channels to form on erosion control dam. Type 5: Provide rock filter dams a5 shown on plans. ypes Width for payment C 0211312024 Item G. SEE NOTE 6 C _-*_J FILTER DAM AT CHANNEL SECTIONS RF DI OR RF D2 OR .RFD3;- GENERAL NOTES 1. If shown on the plans or directed by the Engineer, filter dams should be placed near the toe of slopes where erosion is anticipated, upstream and/or downstream at drainage structures, and in roadway ditches and channels to collect Sediment. 2. Moterials (aggregate, wire mesh, sandbags, etc.) shall be as indicated by the specification for "Rock Filter Dams for Erosion and Sedimentation Control". 3. The rock filter dam dimensions shall be as indicated on the SW3P plans. 4. Side Slopes Should be 2:1 or flatter. Dams within the Safety zone Shall have sideslopes of 6:1 or flatter. 5. Maintain a minimum of 1' between top of rock filter dam weir and top of embankment for filter dams at sediment traps. 6. Filter dams should be embedded a minimum of 4" into existing ground. 7. The sediment Crop for ponding of sediment laden runoff shall be of the dimensions Shown on the plans. 8. Rock filter dam types 2 & 3 shall be secured with 20 gauge galvanized woven wire mesh with 1" diameter hexagonal openings. The aggregate shall be placed on the mesh to the height & slopes Specified. The mesh shall be folded at the upstream side over the aggregate and tightly secured to itself on the downstream side using wire ties or hog rings. For in stream use, the mesh should be secured or staked to the stream bed prior to aggregate placement. 9. Sock Gobions should be staked down with Y4" did. rebor stakes, and have a double -twisted hexagonal weave with a nominal mesh opening of 2'/2" x 31/4" 10. Flow outlet should be onto a stabilized area (vegetation, rock, etc.). 11. The guidelines shown hereon ore suggestions only and may be modified by the Engineer. PLAN SHEET LEGEND Type 1 Rock Filter Dam RFD) Type 2 Rock Filter Dam RFD2 Type 3 Rock Filter Dam RFD Type 4 Rock Filter Dam RFD4 ° Design Division Texas Department of Transportation Standard TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES ROCK FILTER DAMS EC (2) —16 FILE: ec216 1 ON: TxDOT I CK: KM I DW: VP DN/CK: LS © TxDOT: JULY 2016 1 CONT ISECTI Joe I HIGHWAY REVISIONS COUNTY C - O N w 0` w N 00 o8 � D T L a0 v. E 7 N L •- L C U s v T O O c O 0 T'- C0 0 L N 0. 3 0 E O L z o L t C O L Q 0 O w 0 •-at O D O L aID c 00 - N L W CC D C 0 L w > T O •- - N a D C 00 D a 0 w 10` O N C L N Drain to sediment trapping device 50' Min. PLAN VIEW 4' Min. 50' Min. 4' Min. Approach transition Approach transition 8" Min. 6o �`Kn o o�g o�g o°o o°o o°o o°A o°A o°o o°Ag o°Ag og°ggg ogo 6w og° og° og o oR d o62428062428oG2A28oR4caSo oR4�°�4U0624�oEi4U°oEi4UMAM8° �°oSt9c3o°°�0°°93200922oo9a2 °9dc R\ Foundation co..rse 6' min. ELEVATION VIEW CONSTRUCTION EXIT (TYPE 1) ROCK CONSTRUCTION (LONG TERM) GENERAL NOTES (TYPE 1) 1. The length of the type 1 construction exit shall be as indicated on the plans, but not less than 50'. 2. The coarse aggregate should be open graded with a size of 4" to 8". 3. The approach transitions should be no steeper than 6:1 and constructed as directed by the Engineer. 4. The construction exit foundation course shall be flexible base, bituminous concrete, portlond cement concrete or other materialas approved by the Engineer. 5. The construction exit shall be graded to allow drainage to a sediment trapping device. 6. The guidelines shown hereon are suggestions only and may be modified by the Engineer. 7. Construct exits with a width of at least 14 ft. for one-way and 20 ft. for two-way traffic for the full width of the exit, or as directed by the engineer. Drain to sediment trapping device 50' Min. 10" Min. 2" X 6" Treated timber plonk Typical dimensions 8" X 10" X 8' PLAN VIEW 4'_Min. 50' Min. 4' Min. Approach transition Approach transition Foundation course 6' min. ELEVATION VIEW CONSTRUCTION EXIT (TYPE 2) TIMBER CONSTRUCTION (LONG TERM) GENERAL NOTES (TYPE 2) 1. The length of the type 2 construction exit shall be as indicated on the plans, but not less than 50'. 2. The treated timber planks shall be attached to the railroad ties with /2"x 6" min. lag bolts. Other fasteners may be used as approved by the Engineer. 3. The treated timber plonks shall be 02 grade min., and should be free from large and loose knots. 4. The approach transitions shall be n0 steeper than 6:1 and constructed as directed by the Engineer. 5. The construction exit foundation course shall be flexible base, bituminous concrete, portland cement concrete or other material as approved by the Engineer. 6. The construction exit should be graded to allow drainage to a sediment trapping device. 7. The guidelines shown hereon are suggestions Only and may be modified by the Engineer. 8. Construct exits with a width of at least 14 ft. for one-way and 20 ft. for two-way traffic for the full width of the exit, or as directed by the engineer. 0211312024 Item G. Stabilized R. 0. w., Driveway See note 2 2" X 8" treated timbers nailed onto abutted ends Disturbed of wood sheets Soil Area 11/2" Min. thick plywood or pressed wafer board sheets A A Paved Roadway 2" X 8" Timbers Nailed onto ends of wood sheets sturbed soil 16 Penny Nails 0 1' on centers. /2" Min. thick treated plywood or pressed wafer board sheets SECTION A -A CONSTRUCTION EXIT (TYPE 3) SHORT TERM GENERAL NOTES (TYPE 3) 1. The length of the type 3 construction exit shall be as shown on the plans, or as directed by the Engineer. 2. The type 3 construction exit may be constructed from open graded crushed stone with a size of two to four inches spread a min. of 4" thick to the limits shown on the plans. 3. The treated timber planks sholl be #2 grade min., and Should be free from large and loose knots. 4. The guidelines shown hereon are suggestions only and may be modified by the Engineer. I Design I Division ,Texas Department of Transportation Standard TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES CONSTRUCTION EXITS EC (3) -16 BILE: ec31 6 DN: TOOT c<: KV Dw: VP DNicK: LS CC)TXDOT: JULY 2016 coNi SLn "I HIGHbAY REVISIONS �$ Ss $HWY$ DISI CO.,N IY SHLLI No. 320 j� 0211312024 Item G. a THE •••••••COMPANY May 11, 2022 Bridell Miers, P.E. Engineering Project Manager Collin County - Engineering 4690 Community Ave., Suite 200 McKinney, TX 75071 Mrs. Miers, www.kcsouthern.com Our design review of the Park Blvd grade separation project across the KCS Right of Way in Wylie, Texas is now complete. On April 1, 2022, our consultant HDR reviewed and approved the 100 percent plans. KCS does not have any further comments on these design plans at this time. For our records, KCS will require the construction contractor to note any field changes made to the KCS portion of these plans so that we can correctly document the as -built conditions for the grade separated crossing at this location. If you have any questions please do not hesitate to contact me. Thank you, Micheal Martin Manager of Public Projects 1 F321] (-.nthP.Hrnl Snt Inrr- • 497 WPet 19th StrPPt • Knnene City. MC) 1,41 n.5 I CHCT TX. LLC I 1 276+00 I I 1 I I I D:I I �I CHCT TX. i LLC �I N W E I LLI I p 1 a I I I 1 I U ' YI IY I LEGEND // --- — EX. PROPERTY LINE PROP. ROADWAY / KCS RR I/ I / / « PROP. BRIDGE KCS RR j PROP. GRADING LIMITS Y PROP. ROADWAY ESMT o so PROP. CROSSING AGREEMENT HORIZONTAL SCALEI TEMP. CONSTRUCTION ESMT EX. R.O.W. i/% KCS RR I ROADWAY ROADWAY CROSSING I EASEMENT NO.1 AGREEMENT NO.1 TEMP. CONSTRUCITON ROADWAY I (42-1 RE) (42-1 RCE) EASEMENT NO.1 EASEMENT N0. 2 zwr 41: a , / (42-1 TCE) (42-2 RE) EX. FENCE LINE 1j ROADWAY CROSSING \\\ AGREEMENT N N 422RCE) - _ \_ 278+00 _-279+00 28t —/� / ' / 1 -�----1--------I "�" J//''-- /t _ r: is -J� 1_ /I:' •�" �i' M 0 0, -0 I PARK BLVD �� ��' �l w _ r // EX. SPRING CREEK PKWY (UNDERNEATH FUTURE PROPOSED KCS ACCESS /I -- PARK BLVD. BRIDGE) DRIVEWAY FROM EX. SPRING _ / ; CREEK PKWY (UNDERNEATH \�� -4 J 7 / FUTURE PARK BLVD. BRIDGE) / I TEMP. CONSTRUCITON / / TEMP. CONSTRUCITON EASEMENT NO. 3 EASEMENT NO. 2 / TEXAS NATIONAL (42-3 TCE) / 4/- (42-2 TCE) / GUARD ARMORY BO I I KCS RR / *S RR I � / Y,/ U KS RN.T.M.W.D 0211312024 Item G. AW / / 100 N FEET / KCS RR KCS / Qv c')4// �/ ;' / KCS RR C 71 TEMP. CONSTRUCITON EASEMENT NO.1 / (42-1 TCE) /4_ X// ' KCS RR �EX. FENCE LINE ✓i 7 \ \ / . / WAL-MART REAL EST BUSINESS TR ISION PARK BOULEVARD EXTENSION F EASEMENT EXHIBIT KCS RR 3803 MmomEN HALFF FRISCORKWOO4-8641D BLVD, SUITE 800 FRISCO, TX 75034-6641 618-4570 MEN FAX TEL (214) 739 0095 TBPE FIRM #F-312 DRAWN: DAK DATE: 08/09/2021 DESIGNED', DATE: CHECKED'. DATE: SCALE: CONTRACT No. SHEET 1 OF 1 11/18/20 0211312024 Item G. EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 0.5546 ACRES (24,161 SQUARE FEET) BEING 24,161 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a called 22.123 acre tract of land and a called 1.727 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1929 and Volume 4421, Page 1924 of the Deed Records of Collin County, Texas (D.R.C.C.T.), part of a called 0.2396 acre tract of land described in Deed without Warranty to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1935, D.R.C.C.T., and part of the Kansas City Southern Railway Company (a 100-foot wide right-of-way), recorded in Volume 374, Page 544 and Volume 5028, Page 4107, D.R.C.C.T., and being more particularly described by metes and bounds as follows: COMMENCING at a 5/8-inch found iron rod with cap stamped "BMI" for the north corner of Lot 1, Block B of Woodlake Village Two, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 520 of the Plat Records of Collin County, Texas (P.R.C.C.T.), said corner being at the intersection of the southeast right-of-way line of a 18-foot wide public road, recorded in Volume 203, Page 230, D.R.C.C.T. and the southwest right-of-way line of Spring Creek Parkway (a 50-foot wide right-of-way); THENCE North 65 degrees 02 minutes 43 seconds West, over and across said 18-foot wide public road, a distance of 21.43 feet to a corner (not monumented) for the POINT OF BEGINNING, said corner being on the northwest right-of-way line of said 18-foot wide public road and the southeast right-of-way line of the aforementioned Kansas City Southern Railway Company; THENCE North 43 degrees 55 minutes 26 seconds West, over and across said Kansas City Southern Railway Company, said 0.2396 acre tract and said 22.123 acre tract, a distance of 204.33 feet to a corner (not monumented); THENCE North 61 degrees 23 minutes 40 seconds East, over and across said 22.123 acre tract, a distance of 124.42 feet to a 1/2-inch set iron rod with blue plastic cap stamped "HALFF ESM7 (hereinafter referred to as "with ESMT cap") for corner; THENCE South 43 degrees 55 minutes 26 seconds East, over and across said 22.123 acre tract, said Kansas City Southern Railway Company right-of-way, and the aforementioned 1.727 acre tract, a distance of 212.23 feet to a corner (not monumented) for the point of curvature of a non -tangent circular curve to the right, having a radius of 2,932.79 feet, whose chord bears South 55 degrees 30 minutes 31 seconds West, a distance of 11.37 feet; Page 1 of 4 LD 42-1 RCE 0.5546AC F323] 0211312024 It G. EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 0.5546 ACRES (24,161 SQUARE FEET) THENCE Southwesterly, over and across said 1.727 acre tract and with said curve, through a central angle of 00 degree 13 minutes 20 seconds, an arc distance of 11.37 feet a 1/2-inch set iron rod with ESMT cap for an "ell" corner of a called 28.332 acre tract of land described in General Warranty Deed to The Kansas City Southern Railway Company, recorded in Instrument Number 20101220001391710, O.P.R.C.C.T., the southwest line of said 1.727 acre tract, the southeast right-of-way line of said 18-foot wide public road and the northeast right-of-way of the aforementioned Kansas City Southern Railway Company, said corner being on the point of curvature of a non -tangent circular curve to the right, having a radius of 1,549.77 feet, whose chord bears North 46 degrees 28 minutes 54 seconds West, a distance of 18.47 feet; THENCE Northwesterly, with the southwest line of said 1.727 acre tract and said curve, through a central angle of 00 degrees 40 minutes 59 seconds, an arc distance of 18.47 feet to the southeast corner (not monumented) of the aforementioned 0.2396 acre tract, the southeast right-of-way line of said Kansas City Southern Railway Company and the northwest right-of-way line of said 18-foot wide public road, said corner being the point of curvature of a non -tangent circular curve to the left, having a radius of 2,914.40 feet, whose chord bears South 56 degrees 48 minutes 24 seconds West, a distance of 109.88 feet; THENCE Southwesterly, with the southeast right-of-way line of said Kansas City Southern Railway Company, the southeast line of said 0.2396 acre tract, the northwest right-of-way line of said 18-foot public road, and said curve, through a central angle of 02 degree 09 minutes 37 seconds, an arc distance of 109.89 feet to the POINT OF BEGINNING AND CONTAINING 24,161 square feet (0.5546 acre) of land, more or less. Page 2 of 4 LD 42-1 RCE 0.5546AC F324] 0211312024 Item G. EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 0.5546 ACRES (24,161 SQUARE FEET) NOTES: 1. The Basis of Bearing is the North American Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. Getsy J. Suthan, R.P.L.S. Texas Registration No. 6449 HALFF ASSOCIATES, INC. 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081 TEL (214) 346-6200 TBPELS FIRM NO. 10029600 Date GETSY J. SUTHAN 6449 Page 3 of 4 LD 42-1 RCE M546AC F325] 02/13/2024 Item G. FOUND— "N. T.M. W.D.° MONUMENT (C.M.) , N 88'55'37- W No. DELTA RADIUS LENGTH CHORD BEARING CHORD DISTANCE Cl 00-13'20"(RT) 2,932.79' 11.37' S55.30-31 "W 11.37' C2 00-40'59"(RT) 1,549.77 18.47' N46-28'54"W 18.47' C3 02-09'37"(LT) 2,914.40' 109.89' S56-48'24"W 1 109.88' (CALLED 22.123 ACRES) THE KANSAS CITY SOUTHERN RAILWAY COMPANY VOL. 4421, PG. 1929 D.R.C.C.T. (CALLED 0.2396 ACRES) THE KANSAS CITY SOUTHERN RAILWAY COMPANY VOL. 4421, PG. 1935 D.R.C.C.T. cIn 1`�� Lo of A '40 p. LEGEND A= 10'55'11"(LT) R= 2.814.40' L= 536.38' CL= 535.57: CB= S50'2151"W 1/2° SIR W/ ❑�� �0 � 'ESMT° CAP 40 � Ss PARCEL 42-1 0.5546 AC. F ,y\(24,161 SQ. FT.) POINT OF BEGINNING r 5/8' FIR' W/"BMI' CAP (C.M.1 800.16' LAKE LAVON A \rT`��r[,r" Q� ❑� NagFK PRO ]ACT ~ SITE . 4\� �y rL0 C P ,� e P r fer LOCATION MAP NOT TO SCALE Sa c�0 50 100 150 200 iiiiiii SCALE: 1 "=100' 14 I'IN_-1 p,RA,V(j,5SC0 �DF;Y UI� C1 SIR W/ BS"Th�4CT LI�II���Iti� � � 1 'ESMT"CAP 65'02'43" W '21.43' \ (CALLED 28.332 ACRES) .1. \ THE KANSAS CITY ���?•�' SOUTHERN RAILWAY COMPANY 4r INST. N0. 20101220001391710 'R v O.P.R.C.C.T. POINT OF �fq� COMMENCING LOT 1, BLOCK 'B' WOODLAKE VILLAGE TWO CAB. I, PG. 520 P.R.C.C.T. FIR FOUND IRON ROD SIR SET IRON ROD INST. NO. INSTRUMENT NUMBER (CALLED 10.318 ACRES) VOL. , PG. VOLUME, PAGE TEXAS NATIONAL GUARD AMORY C.M. CONTROL MONUMENT VOL. 3268, PG. 895 P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY, TEXAS D.R.C.C.T. D.R.C.C.T. DEED RECORDS OF COLLIN COUNTY, TEXAS O'P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS W/'ESMT' CAP WITH BLUE PLASTIC CAP STAMPED 'HALFF ESMT' O NOT MONUMENTED (UNLESS NOTED) NOTES: THE BASIS OF BEARING IS THE NORTH AMERICAN DATUM OF 983, TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202). ALL DISTANCES ARE SURFACE DISTANCES. SURFACE ADJUSTMENT SCALE FACTOR:1.00015271. A METES AND BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES THIS EXHIBIT. C2 —N ` f 20'SLOPE EASEMENT `r CAB. I, PG. 521 P.R.C.C.T. � � 1 1 1 15' UTILITY ESMT. tt CAB. I, PG. 520 P.R.C.C.T. ............................. GETSY J. SUTHAN 6449 N c/\ EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 0.5546 ACRE (24,161 SQ. FT.) 20' BUILDING LINE \ PREPARED BY CAB. I, PG. 520 P.R.C.C.T. \ p . HALFF' - TBPELS FIRM NO. 1002960 HALFF ASSOCIATES, INC. ENGINEERS - SURVEYORS PAGE 4 OF 4 1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS - 75081-2275 SCALE: 1"=100' (214)346-6200 AVO: 35192 MAY, 2021 326 0211312 224 Item G. Closure Report Parcel P42_1_RCE: 10387 10355 10348 10353 CUR C10353-10372 CUR C10372-10388 CUR C10388-10387 10387 to 10355: North 43 degrees 55 minutes 26 seconds West Dist. 204.33 10355 to 10348: North 61 degrees 23 minutes 40 seconds East Dist. 124.42 10348 to 10353: South 43 degrees 55 minutes 26 seconds East Dist. 212.23 Curve: C10353-10372 Radius: 2932.79 Delta: 00 degrees 13 minutes 20 seconds Arc: 11.37 DOC 01 degrees 57 minutes 13 seconds Tangent: 5.69 Mid Ord.: 0.01 External 0.01 Chord Bearing: South 55 degrees 30 minutes 31 seconds West Chord Dist. 11.37 ** Back Tangency Error: Curve C10353-10372: -99 degrees 19 minutes 17 seconds ** Curve: C10372-10388 Radius: 1549.77 Delta: 00 degrees 40 minutes 59 seconds Arc: 18.47 DOC 03 degrees 41 minutes 49 seconds Tangent: -9.24 Mid Ord.: 0.03 External 0.03 Chord Bearing: North 46 degrees 28 minutes 54 seconds West Chord Dist. 18.47 ** Forward Tangency Error: Curve C10372-10388: -78 degrees 14 minutes 24 seconds ** ** Back Tangency Error: Curve C10372-10388: -78 degrees 14 minutes 24 seconds ** Curve: C10388-10387 Radius: 2914.40 Delta: 02 degrees 09 minutes 37 seconds Arc: 109.89 DOC 01 degrees 57 minutes 57 seconds Tangent: 54.95 Mid Ord.: 0.52 External 0.52 Chord Bearing: South 56 degrees 48 minutes 24 seconds West Chord Dist. 109.88 ** Forward Tangency Error: Curve C10388-10387: 77 degrees 27 minutes 01 seconds ** Perimeter: 680.71 Area: 24161 sq. ft., Acres: 0.5546 Error North: 0.00 Error East: -0.00 Error bearing: South 35 degrees 41 minutes 17 seconds East Total Dist. Error: 0.00 Error of Closure: 1:163587 F 27 0211312024 Item G. EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.2524 ACRES (10,996 SQUARE FEET) BEING 10,996 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a called 28.332 acre tract of land described in General Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 20101220001391710 of the Official Public Records of Collin County, Texas (O.P.R.C.C.T.), and part of a Kansas City Southern Railway Company (a 100-foot wide right-of-way), recorded in Clerk's File Number 94-0096329 of the Deed Records of Collin County, Texas (D.R.C.C.T.), and being more particularly described by metes and bounds as follows: BEGINNING at the southeast corner of Lot 1, Block B of Woodlake Village Two, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 520 of the Plat Records of Collin County, Texas (P.R.C.C.T.) and the south corner of Spring Creek Parkway, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 521, P.R.C.C.T., said corner being at the intersection of the northwest right-of-way of said Kansas City Southern Railway Company and the southwest right-of-way line of Spring Creek Parkway (a 50-foot wide right-of-way), from which a 5/8-inch found iron rod with cap stamped "SAM INC" bears South 03 degrees 20 minutes 13 seconds West, a distance of 0.78 of a foot; THENCE North 75 degrees 46 minutes 55 seconds East, with the northwest line of said Kansas City Southern Railway Company and the southeast line of said Spring Creek Parkway addition, a distance of 51.47 feet to the southeast corner (not monumented) of said Spring Creek Parkway addition and the south corner of said 28.332 acre tract, said corner being at the intersection of the northwest right-of-way of said Kansas City Southern Railway Company and the northeast right-of-way line of said Spring Creek Parkway and the point of curvature of a non -tangent circular curve to the left, having a radius of 1,500.00 feet, whose chord bears North 27 degrees 55 minutes 28 seconds West, a distance of 10.95 feet; THENCE Northerly, with the southwest line of said 28.332 acre tract, the northeast right- of-way line of said Spring Creek Parkway, and said curve, through a central angle of 00 degrees 25 minutes 06 seconds, an arc distance of 10.95 feet to a 1/2-inch set iron rod with blue plastic cap stamped "HALFF ESM7 (hereinafter referred to as "with ESMT cap") for corner; THENCE North 65 degrees 01 minute 13 seconds East, departing said northeast and southwest lines and over and across said 28.332 acre tract, a distance of 50.07 feet to a 1/2-inch set iron rod with ESMT cap for corner, said corner being the point of curvature of a non -tangent circular curve to the left, having a radius of 1,550.00 feet, whose chord bears South 25 degrees 46 minutes 05 seconds East, a distance of 122.47 feet; Page 1 of 4 LD 42-2 RCE 0.2524AC F328] 0211312024 Item G. EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.2524 ACRES (10,996 SQUARE FEET) THENCE Southerly, over and across said 28.332 acre tract and said curve, through a central angle of 04 degrees 31 minutes 41 seconds, passing at a distance of 20.55 feet the southeast line of said 28.332 acre tract and the northwest line of said Kansas City Southern Railway Company, and continuing over and across said Kansas City Southern Railway Company, in all a total arc distance of 122.50 feet to the northwest corner (not monumented) of a called 1.727 acre tract of a land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1924, D.R.C.C.T., said corner being the at the intersection of the south right-of-way line of said Kansas City Southern Railway Company and the east right-of-way line of Spring Creek Parkway (a 100-foot wide right-of-way); THENCE South 75 degrees 46 minutes 55 seconds West, over and across said Spring Creek Parkway, a distance of 101.42 feet to the north corner of Lot 1, Block B of Woodland Village, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet G, Page 386, P.R.C.C.T., from which a 5/8-inch found iron road with "SAM INC" cap bears South 14 degrees 14 minutes 46 seconds West, a distance of 0.89 feet ,said corner being at the intersection of the southeast right-of-way line of said Kansas City Southern Railway Company and the west right-of-way line of said Spring Creek Parkway and the point of curvature of a non -tangent circular curve to the left, having a radius of 1,450.00 feet, whose chord bears North 26 degrees 10 minutes 14 seconds West, a distance of 102.22 feet; THENCE Northwesterly, over and across said Kansas City Southern Railway Company and with said curve, through a central angle of 04 degrees 02 minutes 23 seconds, an arc distance of 102.24 feet to the POINT OF BEGINNING AND CONTAINING 10,996 square feet (0.2524 acre) of land, more or less. Page 2 of 4 LD 42-2 RCE 0.2524AC F329] 0211312024 Item G. EXHIBIT A ROADWAY CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.2524 ACRES (10,996 SQUARE FEET) NOTES: 1. The Basis of Bearing is the North American Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. (3 7) 2 2 Z � ..;... . Getsy J. Suthan, R.P.L.S. Date GETSY J. SUTHAN ...i. ••• • •••••••......... Texas Registration No. 6449 �:'• 6449 v: Halff Associates, Inc. 1201 North Bowser Road Richardson, Texas 75081 Tel (214) 346-6200 TBPELS Firm No. 10029600 Page 3 of 4 LD 42-2 RCE 0.2524AC F330] 02/13/2024 Item G. 0 50 100 150 200 5/8" FIR - W/'BMI' CAP (C.M.) SCALE: 1 "=100' C 8'56'50"(LT) R=1,450.00' L=479.50' CL=477,32' CB=N37'39'49'W LOT 1, BLOCK B WOODLAKE VILLAGE TWO CAB. I, PG. 520 P.R.C.C.T. \ 20'SLOPE EASEMENT �• �� CAB. I, PG. 521 P.R.C.C.T. c 00C 15' UTILITY ,, 9 J \ \\\ EASEMENT CAB. I, PG. 520 P.R.C.C.T. C \ .p 20' BUILDING LINE (CALLED 10.318 ACRES) TEXAS NATIONAL GUARD AMORY CAB. I, PG. 520 P.R.C.C.T. VOL. 3268, PG. 895 D.R.C.C.T. N 75046'55" E - - - - ---------51.47' 'G ---- _ _--- ----- --- _ -� — r ESMT 0T1 l 520 5 IRNC / — 15' CAB rC C C SAM CAP BEARS S03'20'13"W, 0.78' 11dd,�l�L�u NCC'l� �4�RK 5 4 R.• S 00.29'46' W 18 5.08' - 5/8' FIR W/ i "GORRANDONA ASSOC INC' CAP �- (C.M.) LEGEND POINT OF BEGINNING 1/2' SIR W/ °ES \T" CAP Iclvl s� 1, h . C1 0 5 15 4C' 63' "SAM INC" CAP L.523- BEARS S14-14'46"W, 0.89' A=12'26'22'(LT) R=5,679.65' L=1,233.11' CL=1,230.69 WOODLAND VILLAGE CB=SG9'33'44"W LOT 1, BLOCK B CAB. G, SLIDE 386 P.R.C.C.T. SIR SET IRON ROD FIR FOUND IRON ROD INST. NO. INSTRUMENT NUMBER VOL. , PG. VOLUME, PAGE C.M. CONTROL MONUMENT D.R.C.C.T. DEED RECORDS OF COLLIN COUNTY, TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS W/'ESMT' CAP WITH BLUE PLASTIC CAP STAMPED 'HALFF ESMT' O NOT MONUMENTED (UNLESS NOTED) (CALLED 28.332 ACRES) LAKE LAVON THE KANSAS CITY SOUTHERN RAILWAY COMPANY INST. NO. 20101220001391710 NORTH sKrvlely O.P.R.C.C.T. L, 4 I I,�'('j4'� 0 j) PROJECT 7� +j ry''( rti f Tfs']•,rJ �e'I, �.(i11 SITE M B4 ! r: i `•_' ` '.�1J )+�•L RILSON CUT N 65 01 13 E 1 50.07' 1/2' SIR W/ "ESMT" CAP LOCATION MAP NOT TO SCALE nra PARCEL 42-2 0.2524 AC. 1•T2� ARAIL)WAY COMPANY (10,996 SQ. FT. ICALLSQU1HERN CITY 4421. PG- C.C.T. 1924 f ,HE KANSAS VOL• p•R i5Q�6.55, W v LOTS VICTORIAPLACE 14. BLOCK A INST. NO. 20070223010000600 O.P.R.C.C.T. 15' UTILITY EASEMENT t� CAB. G, PG. 386 P.R.C.C.T. 20' BUILDING LINE CAB. G, PG. 38686 1111` P.R.C.C.T. \\ CURVE TABLE CUR. NO. DELTA RADIUS LENGTH CHORD BEARING CHORD LENGTH Cl 00-25'06"(LT) 1,500.00' 10.95' N27-55'28"W 10.95' C2 04'31'41"(RT) 1,550.00' 122.50' S25-46'05"E 122.47' C3 04-02'23"(LT) 1,450.00' 102,24' N26'10'14"W 102.22' NOTES: THE BASIS OF BEARING IS THE NORTH AMERICAN DATUM OF 1983, TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202). ALL DISTANCES ARE SURFACE DISTANCES. SURFACE ADJUSTMENT SCALE FACTOR:1.00015271. A METES AND BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES THIS EXHIBIT. PAGE 4 OF 4 °F r� :....................:... THAN GETS' J. S .... .:a...6.. 449...V; 1lip CA- o EXHIBIT A ROAD CROSSING EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.2524 ACRE TRACT (10,996 SQ. FT.) PREPARED BY ■; HALFF' TBPELS FIRM NO 1002960 HALFF ASSOCIATES, INC. ENGINEERS —SURVEYORS 1201 NORTH BOWSER ROAD — RICHARDSON, TEXAS — 75081-2275 SCALE: 1"=100' (214)346-6200 AVO: 35192 MAY, 2021 331 02/13/2024 Item G. Closure Report Parcel P42_2_RCE: 10379 10380 CUR C10380-10376 10375 CUR C10375-10377 10378 CUR C10378-10379 10379 to 10380: North 75 degrees 46 minutes 55 seconds East Dist. 51.47 Curve: C10380-10376 Radius: 1500.00 Delta: 00 degrees 25 minutes 06 seconds Arc: 10.95 DOC 03 degrees 49 minutes 11 seconds Tangent: -5.47 Mid Ord.: 0.01 External 0.01 Chord Bearing: North 27 degrees 55 minutes 28 seconds West Chord Dist. 10.95 ** Back Tangency Error: Curve C10380-10376: -256 degrees 30 minutes 10 seconds ** PT C10380-10376 to 10375: North 65 degrees 01 minutes 13 seconds East Dist. 50.07 ** Forward Tangency Error: Curve C10380-10376: 266 degrees 50 minutes 46 seconds ** Curve: C10375-10377 Radius: 1550.00 Delta: 04 degrees 31 minutes 41 seconds Arc: 122.50 DOC 03 degrees 41 minutes 47 seconds Tangent: 61.28 Mid Ord.: 1.21 External 1.21 Chord Bearing: South 25 degrees 46 minutes 05 seconds East Chord Dist. 122.47 ** Back Tangency Error: Curve C10375-10377: -86 degrees 56 minutes 52 seconds ** PT C10375-10377 to 10378: South 75 degrees 46 minutes 55 seconds West Dist. 101.42 ** Forward Tangency Error: Curve C10375-10377: -99 degrees 17 minutes 09 seconds ** Curve: C10378-10379 Radius: 1450.00 Delta: -4 degrees 02 minutes 23 seconds Arc: 102.24 DOC 03 degrees 57 minutes 05 seconds Tangent: -51.14 Mid Ord.: 0.90 External 0.90 Chord Bearing: North 26 degrees 10 minutes 14 seconds West Chord Dist. 102.22 ** Back Tangency Error: Curve C10378-10379: -80 degrees 04 minutes 03 seconds ** Perimeter: 438.64 Area: 10996 sq. ft., Acres: 0.2524 Error North: 0.00 Error East: -0.00 Error bearing: South 85 degrees 27 minutes 54 seconds East Total Dist. Error: 0.00 Error of Closure: 1:112322 F332] 0211312024 Item G. Collin County, Texas Park Boulevard Extension Project Parcel #42-1, 42-2 & 42-3 QUITCLAIM TEMPORARY CONSTRUCTION EASEMENTS (42-1 TCE, 42-2 TCE and 42-3 TCE) 173 THIS CONVEYANCE is made this 1'14day of 20>1by and between THE KANSAS CITY SOUTHERN RAILWAY COMPANY (here after "GRANTOR"), and COLLIN COUNTY, TEXAS (hereinafter, "County"), a County government organized and existing under the laws of the State of Texas and the CITY OF WYLIE, TEXAS (hereinafter, "City"), a Texas home rule municipality (hereinafter County and City together referred to as "GRANTEE"). WITNESSETH, that GRANTOR, for and in consideration of the sum of ONE AND NOI100 DOLLARS ($1.00) AND OTHER VALUABLE CONSIDERATION, the receipt and sufficiency of which is hereby acknowledged, has sold, and by these presents hereby GRANTS, BARGAINS, SELLS AND CONVEYS to the GRANTEE, and its successors and assigns, Temporary Construction Easements over, across, upon, and under the surface of the real properties situated in Wylie, Collin County, Texas, and more particularly described on Exhibits A, B and C, which are attached hereto and incorporated herein by reference. For purposes of this conveyance, the term "Temporary Construction Easement" shall mean "Subject to existing easements of record, an easement commencing at 12:01 a.m. on September 1, 2022 and expiring at 11:59 p.m. on December 31, 2026, allowing GRANTEE, its agents, employees, contractors and assigns, except as may be limited by the License conveyed to GRANTEE in the Highway Crossing Overpass Construction Agreement entered between GRANTOR and GRANTEE as of _, 2022, to enter upon and make use of the described lands as may be required to undertake and carry out the location, laying -out, construction, reconstruction, installation, supervision, inspection, repair, maintenance and use of roadway and elevated roadway structures located and to be located within adjacent permanent easements or licensed areas, including but not limited to the movement and storage of vehicles, machines, materials, supplies and equipment; grading, filling, and repairing the described lands; and ingress and egress over and across abutting easements, property lines and rights of way for such purposes. At the conclusion of construction, all areas disturbed by construction shall be regraded to match the grade and elevation of the abutting remaining property, and all established lawns shall be re -sodded and other areas re -seeded with native grass or other perennial ground cover, with no obligation for future watering or maintenance." It is understood and agreed that the consideration exchanged for the conveyance of the above - described Quitclaim Temporary Construction Easements is in full payment for the purchase and conveyance of such Easement and all damages arising out of its use for the purposes described herein. IN WITNESS THEREOF, GRANTOR has set its hand the day and year first written above. F333] 0211312024 ttem G. GRANTOR: The Kansas City Southern Railway Company By: C.'Ihe f.,, Q�Gt i'Y/i Gr% VP- 5t-c eS" L, E?�714-7-E- State of Missouri ) SS. County of Jackson ACKNOWLEDGEMENT e22 On this 1-1 4:� day of 20X before me a Notary Public, appeared /fit_ to me personally known (or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the Vp — Real Estate of The Kansas City Southern Railway Company, that he executed the same on behalf of said The Kansas City Southern Railway Company and by authority thereof and acknowledged said instrument to be the free act and deed of said The Kansas City Southern Railway Company for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: It/ l5 075 Notary Public LNotary CE J GOOD Public - Notary Sealnty - State of Missouri on Number 17423040 �ycc� 'I entionally blank; additional signature pages follow) F 34 0211312024 ttem G. IN WITNESS THEREOF, GRANTEE County has set its hand the day and year first written above. GRANTEE: Collin County, Texas COLU-M juDLa (Title) State of Texas County of Collin On this ACKNOWLEDGEMENT ) SS. 3 day of MAVCA4 , 2044, before me a Notary Public, appeared to me personally known (or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the IC-OUK tY '�TupC*F- of Collin County, Texas, and that he executed the same on behalf of said County, and by authority thereof and acknowledged said instrument to be the free act and deed of Collin County, Texas, for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: 11 1:�Loz Notary Public (Remainder of page intentionally blank; additional signature page follows) 77. SHONA R NAVARRE •� • - • �� Notary Public 'O' n, ;2'*= STATE OF TEXAS "r • ��e Notary ID • 13045092 3 ''�qyE OF ' My CiC1w. E1V. NwamW 30. 2023 3 F335] 0211312024 ttem G. IN WITNESS THEREOF, GRANTEE City has set its hand the day and year first written above. GRANTEE: City of Wylie, Texas (Title) ACKNOWLEDGEMENT State of Texas ) SS. County of Collin 3QU On this I S+ day of MO&Ckl , 202Y, before me a Notary Public, appeared lbrin�- Pa*4x- to me personally known (or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the Nil Mal(tpl9-%.0 of City of Wylie, Texas, and that he executed the same on behalf of said City dWylie, Texas, and by authority thereof and acknowledged said instrument to be the free act and deed of City of Wylie, Texas, for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires:3�12 2p -"f P i Y�Ov1tU,��tMJ� em STEPHANIE STORM NOTARY PUBLIC STATE OF TEXAS y ComDm. Expires 03-12-2027 [Remainder of page intentionally blank, Exhibits A-C follow] 4 F336] 0211312024 ttem G. EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQUARE FEET) BEING 59,670 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of Lots 3 and 4, Block A of Lots 1, 2, 3 & 4, Block A, Victoria Place, an addition to the City of Wylie, Collin County, Texas, recorded in Instrument Number 20070223010000600 of the Official Public Records of Collin County, Texas (O.P.R.C.C.T.), and part of a 4.8146 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Instrument Number 20131011001414300, O.P.R.C.C.T., and part of a called 3.8768 acre tract of land described as "Tract B" in Special Warranty Deed to The Kansas City Southern Railway Company, recorded in Instrument Number 20131001001374110, O.P.R.C.C.T., and part of a called 1.727 acre tract of land and a called 0.655 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1924 of the Deed Records of Collin County, Texas (D.R.C.C.T.), and part of a called 28.332 acre tract of land described in General Warranty Deed to The Kansas City Southern Railway Company, recorded in Instrument Number 20101220001391710, O.P.R.C.C.T., and being part of a called 22.123 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1929, D.R.C.C.T., and part of Kanas City Southern Railway Company (K.C.S.R.C.) (a 100-foot wide right-of-way, as recorded in Clerk's File Number 94-0096329, Volume 3424, Page 126 and Volume 5028, Page 4107, D.R.C.C.T.), being more particularly described by metes and bounds as follows: COMMENCING at a 1/2-inch found iron rod for the southwest corner of Lot 1, Block A of said Victoria Place addition, said corner being at the intersection of the east right-of-way line of Spring Creek Parkway (a 100-foot wide right-of-way) and the north right-of-way line of State Highway 78 (a variable width right-of-way); THENCE North 00 degrees 52 minutes 31 seconds East, with the west line of said Victoria Place addition and the east right-of-way line of said Spring Creek Parkway, a distance of 495.09 feet to a northwest corner of Lot 2, corner (not monumented) for the POINT OF BEGINNING; THENCE North 00 degrees 52 minutes 31 seconds East, continuing with said east and west lines, a distance of 304.91 feet to the point of curvature (not monumented) of a non - tangent circular curve to the left, having a radius of 1,550.00 feet, whose chord bears North 22 degrees 13 minutes 36 seconds West, a distance of 1,216.33 feet; Page 1 of 8 LD TCE42-1 1.37AC F337] 0211312024 ttem G. EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQUARE FEET) THENCE Northerly, continuing with said east and west lines and with said curve, through a central angle of 46 degrees 12 minutes 13 seconds, passing at an arc distance of 638.69 feet the northwest corner of said Victoria Place addition and the southwest corner of the aforementioned 0.655 acre tract, and continuing with said east line and the west line of said 0.655 acre tract, passing at an arc distance of 659.52 feet the northwest comer of said 0.655 acre tract and at the intersection of said east line and the south right-of-way line of the aforementioned K.C.S.R.C., and continuing over and across said K.C.S.R.C., passing at an arc distance of 761.47 feet the north right-of-way line of said K.C.S.R.C. and the south line of the aforementioned 28.332 acre tract, and continuing over and across said 28.332 acre tract, in all a total arc distance of 1,249.93 feet to a 1/2-inch set iron rod with blue plastic cap stamped "HALFF ESMT" (hereinafter referred to as "with ESMT cap") for corner; THENCE North 45 degrees 19 minutes 42 seconds West, continuing over and across said 28.332 acre tract, a distance of 5.07 feet to an "ell" corner (not monumented) of said 28.332 acre tract and the aforementioned 1.727 acre tract, said corner being the point of curvature of a non -tangent circular curve to the left, having a radius of 1,549.77 feet, whose chord bears North 45 degrees 47 minutes 00 seconds West, a distance of 19.31 feet, from which a 5/8-inch found iron rod with cap stamped "BOUNDARY MARK" bears South 19 degrees 10 minutes 16 seconds East, a distance of 0.63 of a foot; THENCE Northwesterly, with the north line of said 28.332 acre tract, the southwest line of said 1.727 acre tract, and with said curve, through a central angle of 00 degrees 42 minutes 51 seconds, an arc distance of 19.31 feet to a 1/2-inch set iron rod with ESMT cap for corner; THENCE North 55 degrees 30 minutes 31 seconds East, over and across said 1.727 acre tract, a distance of 11.37 feet to a corner (not monumented); THENCE North 43 degrees 55 minutes 26 seconds West, over and across said 1.727 acre tract, passing at a distance of 18.30 feet the northwest line of said 1.727 acre tract and the southeast right-of-way line of the aforementioned K.C.S.R.C., and continuing over and across said K.C.S.R.C., passing at a distance of 119.71 feet the north right-of-way line of said K.C.S.R.C. and the southeast line of the aforementioned 22.123 acre tract, and continuing over and across said 22.123 acre tract, in all a total distance of 212.23 feet to a 1/2-inch set iron rod with ESMT cap for corner; THENCE North 16 degrees 23 minutes 40 seconds East, over and across said 22.123 acre tract, a distance of 46.04 feet for corner (not monumented); Page 2 of 8 LD TCE42-1 1.37AC F338] 0211312024 It G. EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQUARE FEET) THENCE South 43 degrees 55 minutes 26 seconds East, over and across said 22.123 acre tract, passing at a distance of 121.90 feet the southeast line of said 22.123 acre tract and the north right-of-way line of the aforementioned K.C.S.R.C., and continuing over and across said K.C.S.R.C., passing at a distance of 223.08 feet the south right-of-way line of said K.C.S.R.C. and the northwest line of the aforementioned 1.727 acre tract, and continuing over and across said 1.727 acre tract, passing at a distance of 266.27 feet the southeast line of said 1.727 acre tract and the northwest line of the aforementioned 28.332 acre tract, and continuing over and across said 28.332 acre tract, in all a total distance of 295.54 feet to the point of curvature (not monumented) of a tangent circular curve to the right, having a radius of 1,600.00 feet, whose chord bears South 41 degrees 24 minutes 02 seconds East, a distance of 140.88 feet; THENCE Southeasterly, over and across said 28.332 acre tract and with said curve, through a central angle of 05 degrees 02 minutes 48 seconds, an arc distance of 140.93 feet to a corner (not monumented); THENCE South 14 degrees 42 minutes 41 seconds East, continuing over and across said 28.332 acre tract, a distance of 57.80 feet to a corner (not monumented); THENCE South 27 degrees 32 minutes 27 seconds East, continuing over and across said 28.332 acre tract, a distance of 266.82 feet to a corner (not monumented) on the south line of said 28.332 acre tract and the north right-of-way line of the aforementioned K.C.S.R.C.; THENCE North 75 degrees 46 minutes 55 seconds East, with the south line of said 28.332 acre tract and the north right-of-way line of said K.C.S.R.C., a distance of 24.65 feet to the point of curvature (not monumented) of a non -tangent circular curve to the right, having a radius of 1,580.00 feet, whose chord bears South 25 degrees 10 minutes 24 seconds East, a distance of 101.86 feet; THENCE Southeasterly, departing said north and south lines, over and across said K.C.S.R.C. and with said curve, through a central angle of 03 degrees 41 minutes 39 seconds, an arc distance of 101.87 feet to a corner (not monumented) on the south right- of-way line of said K.C.S.R.C. and the north line of the aforementioned 0.655 acre tract; THENCE South 26 degrees 50 minutes 54 seconds East, over and across said 0.655 acre tract, passing at a distance of 25.89 feet the south line of said 0.655 acre tract and the north line of Lot 4, Block A of said Victoria Place addition, and continuing over and across Lot 4, Block A of said Victoria Place, in all a total distance of 201.01 feet to a corner (not monumented); Page 3 of 8 LD TCE42-1 1.37AC F339] 0211312024 It G. EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQUARE FEET) THENCE South 05 degrees 13 minutes 24 seconds East, over and across Lot 4, Block A of said Victoria Place addition, a distance of 335.75 feet to a corner (not monumented); THENCE South 01 degree 16 minutes 11 seconds East, over and across Lot 4, Block A of said Victoria Place addition, passing at a distance of 190.97 feet the common south line of Lot 4, Block A and the north line of Lot 3, Block A of said Victoria Place addition, and continuing over and across Lot 3, Block A of said Victoria Place addition, in all a total distance of 441.14 feet to a comer (not monumented) on the common south line of Lot 3, Block A and the north line of Lot 2, Block A of said Victoria Place addition; THENCE North 89 degrees 08 minutes 46 seconds West, with the common south line of Lot 3, Block A and the north line of Lot 2, Block A of said Victoria Place addition, a distance of 36.82 feet to the POINT OF BEGINNING AND CONTAINING 59,670 square feet (1.37 acre) of land, more or less. Page 4 of 8 LD TCE42-1 1.37AC F340] 0211312024 ttem G. EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQUARE FEET) NOTES: The Basis of Bearing is the North American Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. Getsy J. Suthan, R.P.L.S. Date Texas Registration No. 6449 HALFF ASSOCIATES, INC. 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081 TEL (214) 346-6200 TBPELS FIRM NO. 10029600 Page 5 of 8 LD TCE42-1 1.37AC F341 02/13/2024 Item G. ,& LAKE LAVON r-)'I PROJECT SITE WILSON COT OFF � I ... II I I A=46°12'13"(LT) R=1,550.00'-I L=1,249.93'— CL=1,216.33' C13=N22613'36" LOCATION MAP I I NOT 70 SCALE II II rP4!\_0. 0 7O. 681E L I I .113STR IC.T 11 OT iR-6, BLOCK C I I ( REPLAT I I LOT IR-6 & -OT 1R-/,BLOCK CI I WOODLAKE VILLAGE ADDITION INST. NO. 2007-538 I I— P.R.C.C.T. I I I I` I I II II II I I 11 II II I I I I LEGEND FIR R.O.W. INST. NO. VOL. , PG. C.M. D,R.C.C.T, 0.P,R.C.C.T, O II FOUND IRON ROD I I RIGHT-OF-WAY INSTRUMENT NUMBER VOLUME,PAGE CONTROL MONUMENT DEED RECORDS OF COLLIN COUNTY, TEXAS OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS NOT MONUMENTED (UNLESS NOTED) NOTES: THE BASIS OF BEARING IS THE NORTH AMERICAN DATUM OF 1983, TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202). ALL DISTANCES ARE SURFACE DISTANCES. SURFACE ADJUSTMENT SCALE FAC70R:1.00015271. A METES AND BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES THIS EXHIBIT. M W I Ll ,f I I 1/2' FIR---� I BEARS S56'43'09'W 0.56' I I II a �I I x �r� O I ~ � II x3 �I { �o I1 � I I � II I POINT OF BEGINNING ■ ' I N00'52'31'E l 495.09 - I POINT OF COMMENCING - 5/8' FIR BEARS S85'41'06'W 0.4 8' )w THE 7 of 8 0 50 100 150 200 �S 05°13'24" E i,, ---- 335.75' SCALE: 1°=100' (CALLED 3.8768 ACRES) THE KANSAS CITY RAILWAY COMPANY TRACT B INST. NO. 20131001001374110 O.P.R.C.C.T. r LOT A,BLOCK a I A LOT 3 BLOCK A PARCEL 42-1 — 1.37 AC, I (59,670 SQ. FT.) I 10' UTILITY EASEMENT —t-I INST. NO. 20070223010000600 I 0.P.R.C.C.T, I I VICTORIA PLACE LOTS 1, 2,3, & 4, BLOCK A INST. NO. 20070223010000600 O.P.R.C.C.T. i (CALLED 4.8146 ACRES) KANSAS CITY RAILWAY COMPANY INST. NO. 20131011001414300 O.P.R.C.C.T. II 11 I 25' BUILDING LINE NST. NO, 20070223010000600 O'P.R.C.C.T. LOT 2, BLOCK A N 89008'46" W i 36.82' 1/2, FIR (C.M.) STATIC, HIGHWAY 78 (VARIABLE WIDTH R.O.W.1 LOT 1, BLOCK A PAGE 6 OF 8 II EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQ. FT.) PREPARED BY HALFF* TBPELS FIRM NO 1002960 HALFFASSOCVITES.INC. ENGINEERS -SURVEYORS 1201 NORTH BOWSER ROAD - RICHARDSON. TEXAS - 75081-2275 SCALE: 1'=100' (2141346-6200 AVO: 35192 MAY. 2021 342 02/13/2024 Item G. Match Line, See Sheet 8 of 8 20' SLOPE EASEMENT CAB. I, PG. 521 (CALLED 28.332 ACRES) \ \ \ P.R.C.C.T. THE KANSAS CITY SOUTHERN 15' UTILITY ESMT. A \ \ L S 27032'27" E RAILWAY COMPANY caB,R.c PC. zo \\ �y� \\ \ 266.82' INST. NO.20101220001391710 10' UTILITY ESM'. O.P.R,C.C.T, 20' BUILDING LINE \ 9 A�'n \\ CAB. I, PG. 521, P.R.C.C.T. CAB. I, PG. 520 \ �c o P.R.C.C.T. > �{ 15' rUTILITY ESMT.— r l CAB. I, PG. 520 \` \ .� "0 `. KIL�� R.0;11.1 0096329 (r00 N0,9A. CLOW, R.C.C,j . .l-1 'I SCO .�'.I �'ITKVE pp' L. I 1h•471i'.I(, 0, (;88 5/8' FIR W/ SAM INC' CAP BEARS S89'42'31'W 0.68' N 75046'55" E 24.65' - A=03°41'39"(RT) R=1,580.00' L=101.87' CL=101.86' CB=S25°10'24"E L=20.83'� 5/8' FIR W/ CAP BEARS S79-06'45'W i� 0.62' 1 A=46012'13"(LT) R=1,550.00' L=1,249.93' 1 0 50 100 150 200 CL=19216.33' 1 CB=N22°13'36'W 1 SCALE: 1 "=100' LEGEND CENTE o R o W 1 FIR FOUND IRON ROD G, P"' 386 R.O.W. RIGHT-OF-WAY CAB' D.P. � INST. NO. INSTRUMENT NUMBER VOL. , PG. VOLUME, PAGE rl` C.M. CONTROL MONUMENT D.R.C.C.T. DEED RECORDS OF COLLIN COUNTY, TEXAS O.P.R.C.C.T, OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS O NOT MONUMENTED (UNLESS NOTED) NOTES: THE BASIS OF BEARING IS THE NORTH AMERICAN DATUM OF 1983,TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE (42021. ALL DISTANCES ARE SURFACE DISTANCES. SURFACE ADJUSTMENT SCALE FACTOR:1.00015271. A METES AND BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES THIS EXHIBIT - PARCEL 42-1 k 1.37 AC. (59,670 SQ. FT.) 1 N (CALLED 0.655 ACRE) - - THE KANSAS CITY SOUTHERN RAILWAY COMPANY VOL. 4421, PG. 1924 D.R.C.C.T. LAKE LAVO/N^1j'�'� NORTH ! pRl SKYVIEW � / ( ( A , 10' UTILITY ESMT. PROJECT g , INST. NO. p F R C C pt00ggb00 SITE N WILSON CUT OFF aL 3! 1 �d1 VICTORIA PLACE l ���0- tp-� LOTS 1. 2.3, & 4. $ BLOCK A ��` INST. NO. 20070223010000600 O.P.R.C.C.T. ' (CALLED 3.8768 ACRES) r 1 N THE KANSAS CITY RAILWAY COMPANY 1 can, TRACT B r0 �; 1 w INST. NO. 20131001001374110 O.P.R.C.C.T. �)- m o t ' 25' BUILDING LINE INST. NO. LOCATION MAP NOT TO SCALE rn x 120070223010000600 EXHIBIT A o O.P.R.C.C.T. TEMPORARY CONSTRUCTION EASEMENT 03 DESCRIPTION FOR Cob PARK BOULEVARD PARCEL 42-1 1.37 ACRES (59,670 SQ. FT.) / PREPARED BY ■: HALFF* Match Line, See Sheet 6 of 8 TBPELS FIRM NO 1002960 HALFF ASSOCIATES, INC ENGINEERS -SURVEYORS PAGE 7 OF $ 1201 NORTH BOWSER ROAD- RICHARDSON, TEXAS - 75081-2275 SCALE: 1"=100' (214)346-8200 AVO: 35192 MAY. 2021 02/13/2024 Item G. FOUND 'N.T.M.W.D.' N 88'55'31' W MONUMENT (C.M.) N 16023*40" E 0= 10'05'40'(LT) 46,04 R- z.614.40 L= 4495.2 CL= 950' (CALLED 22.123 aCRESr CB= N49'57'06'E THE KANSAS CITY SOUTHERN RAILWAY COMPANY!>>t�s VOL. 4421, PG. 1929 D.R.C.C.T• 1/2•sIR w/-1 % 'ESMT• CAP �. ` N 43°55'26" W 212.23' — (CALLED 0.2396 ACRES) THE KANSAS CITY SOUTHERN RAILWAY COMPANY VOL. 4421, PG. 1935 D.R.C.C.T, , : , ti \1 1 R.'ti�`0 ,41 t 95 4'.., N 55030'31" E 11.37' 1/2' SIR W/ 'ESMT' CAP i C1 a�Ql N 45019'42" W �1 ti� 'oQo -'e"1 GIN. 5.07 ��♦ A'- a R NOTESe 0 50 100 150 200 A' SCALE: 1 "=100' I v 800.16' z u�S NO�tiL(0'l Z o�,�Q�'' LAKE LAVON NORTH \y\ \A,�AoQG,`• ,�21 G\ p4" + -LOCATION MAP pkoc,- • �O `SaS �2A Y NOT TO SCALE tip' ♦♦ pv' h �• ` �N.�11 G• �L Va�� Fh'A_ti ("I S,C"D DE Ld 1'1.N`-1 >5'L'h'l EY. �p�'��ap • ��x ' -411.I"TK_ l CT _ 71.' 11IIER 61111 No. DELTA RADIUS LENGTH CHORD CHORD BEARING DISTANCE FIR w/ Cl 00-42'51"(LT) 1,549.7T ' 19.31' N45-47'00"W 19.31' 'BOUNDARY MARK' CAP BEARS s19 1o'16•E, 0.63' (CALLED 28.332 ACRES) THE KANSAS CITY SOUTHERN PARCEL TCE-42-1 RAILWAY COMPANY _— 1.37 AC. INST. NO. 20101220001391710 (59,670 SQ. FT.) O.P.R.C.C.T. A=05002'48"(RT) R=1,600.00' S�Cj \f c 1 L=140.93' CL=140.88' \ t N CB=S41 °24'02"E 15' UTILITY a- \ EASEMENT c'��p�Ii ��- S 14042'41" E CAB. I, PG. 520 \ p2F, ' t 57.80' \ A \ LOT 1, BLOCK B ' 0 0 r 20' SLOPE EASEMENT WOODLAKE P.R.C.C.T. 20' BUILDING LINE CAB. I, PG. 521 �G Rp2 CABL I P T5 00 CAP.R.C.C.T.20 \ /' P.R.C.C.T. P.R.C.C.T. O� G R=1,550.00' L=1,249.93' CL=1,216.33' CB=N22013'36"W THE BASIS OF BEARING IS THE NORTH AMERICAN DATUM OF 1983, TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202) ALL DISTANCES ARE SURFACE DISTANCES. CE SURFAADJUSTMENT SCALE FACTOR;1.00015271. A METES AND BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES THIS EXHIBIT. S 27032'27' E r %r-- 266.82' LEGEND -,.,—. ".. -- ,..,,,,.. , —1 — SIR SET IRON ROD FIR FOUND IRON ROD R.O.W. RIGHT-OF-WAY INST. NO. INSTRUMENT NUMBER VOL—PG. PG. VOLUME, PAGE C.M. CONTROL MONUMENT P.R.C.C.T. PLAT RECORDS OF COLLIN COUNTY, TEXAS 0.R.C.C.T. DEED RECORDS OF COLLIN COUNTY, TEXAS 0.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS W/'ESMT' CAP WITH BLUE PLASTIC CAP STAMPED 'HALFF ESMT' O NOT MONUMENTED (UNLESS NOTED) PAGE 8 OF 8 ,..,......................r.. GETSY J. SUTHAN .. w...................... V.. z6449 _: I EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.37 ACRE (59,670 SQ. FT.) PREPARED BY so so HALFF* TBPELS FIRM NO. 1002960 HALFF ASSOCIATES, INC ENGINEERS -SURVEYORS 1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS - 75081-2275 SCALE: 1'=100' (214134"200 AVO: 35192 MAY. 2021 0211312024 It G. EXHIBIT B TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.1887 ACRES (8,221 SQUARE FEET) BEING 8,221 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a called 22.123 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1929 of the Deed Records of Collin County, Texas (D.R.C.C.T.), part of a called 0.2396 acre tract of land described in Deed without Warranty to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1935, D.R.C.C.T., and part of the Kansas City Southern Railway Company (a 100-foot wide right-of-way), recorded in Volume 374, Page 544 and Volume 5028, Page 4107, D.R.C.C.T., and being more particularly described by metes and bounds as follows: COMMENCING a 5/8-inch found iron rod with cap stamped "BMI" for the north corner of Lot 1, Block B of Woodlake Village Two, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 520 of the Plat Records of Collin County, Texas (P.R.C.C.T.) and the northwest corner of Spring Creek Parkway, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 521, P.R.C.C.T., said corner being at the intersection of the southeast right-of-way of a 18-foot wide public road, recorded in Volume 203, Page 230, D.R.C.C.T., and the southwest right-of-way line of Spring Creek Parkway (a 50-foot wide right-of-way); THENCE North 65 degrees 02 minutes 43 seconds West, over and across said 18-foot wide public road, a distance of 21.43 feet to a corner (not monumented) for the POINT OF BEGINNING, said corner being on the northwest line of said 18-foot wide public road, the southeast right-of-way line of said Kansas City Southern Railway Company, and the point of curvature of a non -tangent circular curve to the right, having a radius of 2,914.40 feet, whose chord bears South 58 degrees 17 minutes 21 seconds West, a distance of 40.93 feet; THENCE Southwesterly, with the northwest line of said 18-foot wide public road, the southeast right-of-way line of said Kansas City Southern Railway Company and said curve, through a central angle of 00 degrees 48 minutes 17 seconds, an arc distance of 40.93 feet to a corner (not monumented); THENCE North 43 degrees 55 minutes 26 seconds West, departing said northwest and southeast lines, and over and across said Kansas City Southern Railway Company, passing at a distance of 102.57 feet the northwest line of said Kansas City Southern Railway Company and the southeast line of said 22.123 acre tract, and continuing over and across said 22.123 acre tract, in all a total distance of 206.63 feet to a corner (not monumented); Page 1 of 3 LD TCE42-2 0.1887AC F345] 0211312024 ttem G. EXHIBIT B TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.1887 ACRES (8,221 SQUARE FEET) THENCE North 61 degrees 23 minutes 40 seconds East, over and across said 22.123 acre tract, a distance of 41.47 feet to a corner (not monumented); THENCE South 43 degrees 55 minutes 26 seconds East, over and across said 22.123 acre tract, said 0.2396 acre tract, and said Kansas City Southern Railway Company, passing at a distance of 102.09 feet the northwest line of said Kansas City Southern Railway Company and the southeast line of said 22.123 acre tract, and continuing over and across said Kansas City Southern Railway Company, in all a total distance of 204.33 feet to the POINT OF BEGINNING AND CONTAINING 8,221 square feet (0.1887 acre) of land, more or less. NOTES: 1. The Basis of Bearing is the North American Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. r� Getsy J. Suthan, R.P.L.S. Date Texas Registration No. 6449 Halff Associates, Inc. 1201 North Bowser Road Richardson, Texas 75081 Tel (214) 346-6200 TBPELS Firm No. 10029600 ...I ......................... GETSY J. SUTHAN �-ti IV 6449 : r'7 l0 _ L- s s % Page 2 of 3 LD TCE42-2 0.1887AC F346] 02/13/2024 Item G. LAKE LAVON FOUND N88'55'37•W 800.16' [+] I� r pHLuE 'N.T.M.W.D.' & / NORTH MONUMENT 2ND AMENDED PLAT OF ti`O S�crvE,r (C.M.) WYLIE LAKES, PHASE 16 yA ay ,�_ VOL. 2017. PG. A98 ApOq. ��' r P.R.C.C.T. �L��1 PROJECT`. SITE (CALLED 0.2396 ACRES) THE KANSAS CITY SOUTHERN RAILWAY COMPANY VOL. 4421. PG. 1935 N 61023'40" E O.P.R.C.C.T. 41.47' s (+�Z_?o PARCEL TCE-42-2 0.1887 AC. (8,221 SO. FT.) (CALLED 22.123 ACRES) ss�'6y�►t THE KANSAS CITY SOUTHERN RAILWAY COMPANY VOL. 4421. PG. 1929 D.R.C.C.T. `� o�,�� " '2143'\ POINT OF COMMENCING �1\ �P`i� 5/8' FIR \ W/'BMI' CAP \ \ (C.M.) 1�1 ti�,�. ����'S�A� Q �• �L Rp2�0 LOT 1, BLOCOK 'B' l\�0 y0�'' Gj�2 G.�'• pJ Og•PG� WOODLAKE VILLAGE TWO Q\.• Q�' �� e GL CAB. I, PG. 520 \ c�rJ I� dp 0 P.R.C.C.1. �\ p j X, - (REMAINDER OF CALLED 10.318 ACRES) LEGEND TEXAS NATIONAL GUARD AMORY FIR FOUND IRON ROD TRACT 3 INST. NO. INSTRUMENT NUMBER VOL. 3268. PG. 895 VOL. , PG. VOLUME, PACE D.R.C.C.T. C.M. CONTROL MONUMENT N.T.M.W.D. NORTH TEXAS MUNICIPAL WATER DISTRICT O.R.C.C.T. DEED RECORDS OF COLLIN COUNTY. TEXAS O.P.R.C.C.T, OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS O NOT MONUMENTED (UNLESS NOTED) NOTES: THE BASIS OF BEARING IS THE NORTH AMERICAN DATUM OF 1983.TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE (42021. ALL DISTANCES ARE SURFACE DISTANCES. SURFACE ADJUSTMENT SCALE FACTOR.-1.00015271. A METES AND BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES THIS EXHIBIT. A=13.24'30'ILT) '`� �P� WILSON CUT OFF .•• R=2814.40'Ap S� L=658.63' �' y p f ti y p CL=657.13' to CB=N51'36'31'E �� AeQ 1, �� �o ypc y��i.�G�� �o��� `QG� LONOT cATeISCALE ON MAP POINT OF BEGINNING ti'Cltiti'f. 0 D . �- ��'tIh'i N65 02 43 w :.1I3 �'TP_4 CT V L 1VII�L'1� Cif3lj (CALLED 28.332 ACRES) THE KANSAS CITY SOUTHERN RAILWAY COMPANY INST. NO. 20101220001391710 O.P.R.C.C.T. 20' SLOPE EASEMENT CAB. I, PG. 521 \ P.R.C.C.T. CUIR.1EASEMENT ` f'� \\ CAB. I, PG. 520 \ ode'p� \ P.R.C.C.T. \\ •p AFC 20' BUILDING LINE CAB. I, PG. 520 P.R.C.C.T. PAGE 3 OF 3 15' UTILITY — ...e.....................r. . GETSY J.� SUTH.N . 0 50 100 150 200 SCALE: 1 "=100' CURVE TABLE EXHIBIT B TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL TCE 42-2 0.1887 ACRE TRACT (8,221 SQ. FT.) PREPARED BY ■; HALFF• TBPELS FIRM NO, 1002960 HALFF ASSOCIATES, INC ENGINEERS -SURVEYORS 1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS - 75081-2275 SCALE: 1"=100' (2141346-5200 AVO: 35192 MAY, 2021 CUR. DELTA RADIUS LENGTH CHORD CHORD NO. BEARING LENGTH C1 00°48'17" RTI 12.914.41Y 1 40.93' 1 S58°17'21"W 40.93' 0211312024 It G. EXHIBIT C TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-3 0.0704 ACRES (3,069 SQUARE FEET) BEING 3,069 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a tract of land described in Deed without Warranty to The Kansas City Southern Railroad Company (a 100-foot wide right- of-way), as recorded in Clerk's File Number 94-0096329 of the Deed Records of Collin County, Texas (D.R.C.C.T.), and being more particularly described by metes and bounds as follows: BEGINNING at the north corner of Lot 1, Block B of Woodlake Village, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet G, Page 386 of the Plat Records of Collin County, Texas (P.R.C.C.T.), said corner being at the intersection of the south right-of-way line of said The Kansas City Southern Railroad Company and the west right- of-way line of Spring Creek Parkway (a 100-foot wide right-of-way), from which a 5/8-inch found iron rod with cap stamped "SAM INC" bears South 14 degrees 14 minutes 46 seconds West, a distance of 0.89 of a foot; THENCE South 75 degrees 46 minutes 55 seconds West, with the northwest line of said Lot 1 and the south right-of-way line of said The Kansas City Southern Railroad Company, a distance of 30.47 feet to the point of curvature (not monumented) of a non -tangent circular curve to the left, having a radius of 1,420.00 feet, whose chord bears North 26 degrees 25 minutes 38 seconds West, a distance of 102.31 feet; THENCE Northwesterly, departing said northwest and south lines, over and across said The Kansas City Southern Railroad Company, and with said curve, through a central angle of 04 degrees 07 minutes 45 seconds, an arc distance of 102.34 feet to a comer (not monumented) on the north right-of-way line of said The Kansas City Southern Railroad Company and the southeast line of Lot 1, Block B, Woodlake Village Two, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 520, P.R.C.C.T.; THENCE North 75 degrees 46 minutes 55 seconds East, with the northwest right-of-way line of said The Kansas City Southern Railroad Company and the southeast line of said Woodlake Village Two addition, a distance of 30.93 feet to the east corner (not monumented) of said Woodlake Village Two addition, said comer being at the intersection of the north right-of-way line of said The Kansas City Southern Railroad Company and the west right-of-way line of said Spring Creek Parkway and the point of curvature of a non -tangent circular curve to the right, having a radius of 1,450.00 feet, whose chord bears South 26 degrees 10 minutes 14 seconds East, a distance of 102.22 feet, from which a 5/8-inch found iron rod with cap stamped "SAM INC" bears South 03 degrees 20 minutes 13 seconds West, a distance of 0.78 of a foot; Page 1 of 3 LD 42-3 TCE 0.0704AC F348] 0211312024 ttem G. EXHIBIT C TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-3 0.0704 ACRES (3,069 SQUARE FEET) THENCE Southeasterly, over and across said The Kansas City Southern Railroad Company, and with said curve, through a central angle of 04 degrees 02 minutes 23 seconds, an arc distance of 102.24 feet to the POINT OF BEGINNING AND CONTAINING 3,069 square feet (0.0704 acre) of land, more or less. NOTES: 1. The Basis of Bearing is the North American. Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. Aft '��7 4 �!t4 Getsy J. Suthan, R.P.L.S. Date '•"... Texas Registration No. 6449 GETSY .. SU...iAN 64 Halff Associates, Inc. Q49*' 1201 North Bowser Road �♦'=cr`Rc;',,� Richardson, Texas 75081'" Tel (214) 346-6200 TBPELS Firm No. 10029600 Page 2 of 3 LD 42-3 TCE 0.0704AC F349] 11,17:22AM ah2472 HALFF TGE•PG01.35192 .• 5/8' FIR W/'BMI' CAP \ (C.M.),\ r,(i�' A=18-56'50"(LT) J Vd 0 R=1,450.00' L=479.50' \ CL=477.32' CB=N37"39'49'W LOT 1. BLOCK B WOODLAKE VILLAGE TWO CAB. I, PG. 520 P.R.C.C.T. 20'SLOPE EASEMENT CAB. I, PG. 521 P.R.C.C.T. 15' UTILITY EASEMENT ..p � y \ \\\ CAB. I, PG. 520 \\ P.R.C.C.T.\ �i y��if" •. \\ \ (CALLED 10.318 ACRES) 20BUILDING LINE \ �' TEXAS NATIONAL GUARD AMORY CAB. 1. PG. 520 \ um Zlica or_ Par P.R.C.C.T. U.H.L.L. 1. N 75046'55" E -N I-------- - -- ---- 30.93' U 1S Y c t iScp,b R.0 r't o I A= 04°07'45"(LT) \ \ - R= 1420.1 0 ii.�`� sttGNT.pF'd9ti32g R�00 _L_o S 10 R.0 • �1I 1 L= 102.34' CL= 102.31' CB= N26°25'38"W A=12'2G'22'(LT) R=5,679.65' L=1,233.11' CL=1,230.69' CB=SG9'33'44°W S 00'29'46' W 185.08' DE L.A — 5/8' FIR W/ 5'C,IiVE) . N ASSOCSOC INC' CAP � (C.M.) LEGEND FIR FOUND IRON ROD INST. NO. INSTRUMENT NUMBER VOL,,PG. VOLUME, PACE C.M. CONTROL MONUMENT D"R-C.C"T" DEED RECORDS OF COLLIN COUNTY, TEXAS O.P.R.C.C.T, OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY, TEXAS 0 NOT MONUMENTED (UNLESS NOTED) 6 5.E 493•}6' S 75-46'55" w \ 30.47' �\ WOODLAKE VILLAGE LOT 1, BLOCK B CAB. G, SLIDE 386 \ 1 P.R.C.C.T. 0 50 100 150 200 N SCALE: 1 "=100' (CALLED 28.332 ACRES) TH E KANSAS CITY SOUTHERN RAILWAY INST. NO. 20101220001391710 O.P.R.C.C.T. 5/8' FIR W/'SAM INC' CAP BEARS S03'20'13'W, 0.78' A= 04°02'23"(RT) R= 1,450.00' L= 102.24' \ CL= 102.22' \ CB= S26010'14"E PARCEL 42-3 0.0704 AC. (3,069 SQ. FT.) COMPANY 02/13/2024 Item G. LAKE LAVON Ey 7 ARM PROJ�CT �, t SITE LOCATION MAP NOT TO SCALE t,T27 ACRE) COMPANY tt.ALLEO THERN RAILWAY THE Y NNSAS CiVY . A42T, PG. 1924 VOL. O.R.C.�.T. � __-, -I- _l/ _7:�� ___ POINT OF BEGINNING 5/8' FIR W/ ' 'SAM INC' CAP VICTORIA PLACE BEARS OTS I,4, BLOCK A ............ I.................. S14'14'46'W. 0.89' 1N T. N0. 20070223010000600 GETSY J. SUTHAN O.P.R.0 C.T. ` s 15' UTILITY Ll ✓ j^ EASEMENT �\ �0 CAB. G. PG. 386 20' BUILDING LINE i po rt CAB. G. PG. 386 688 P.R.C.C.T NOTES: THE BASIS OF BEARING IS THE NORTH AMERICAN DATUM OF 1983, TEXAS COORDINATE SYSTEM. NORTH CENTRAL ZONE 14202). ALL DISTANCES ARE SURFACE DISTANCES. SURFACE ADJUSTMENT SCALE FACTOR; 1.00015271. A METES AND BOUNDS DESCRIPTION OF EVEN PAGE 3 OF 3 DATE ACCOMPANIES THIS EXHIBIT. EXHIBIT C TEMPORARY CONSTRUCTION EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-3 0.0704 ACRE TRACT (3,069 SQ. FT.) PREPARED BY M HALFF* TBPELS FIRM NO 1002960 HALFF ASSOCIATES, INC ENGINEERS —SURVEYORS 1201 NORTH BOWSER ROAD — RICHARDSON, TEXAS — 75081-2275 SCALE: 1'=1 DO' (214)346-6200 AVO: 35192 MAY, 2D21 0211312024 ttem G. EASEMENT Collin COUNTY I Texas STATE QUITCLAIM EASEMENT FOR ROADWAY PURPOSES (42-1 RE) This Quitcl 'm Easement for Roadway Purposes (42-1 RE) ('Basement"), is made on the ►1�'day of nv,,rv� 20�y and between THE KANSAS CITY SOUTHERN RAILWAY COMPANY, a Missouri corporation ("GRANTOR"), and COLLIN COUNTY, a Texas governmental entity and the CITY OF WYLIE, TEXAS, a Texas home rule municipality (together, "GRANTEE"). After recording mail to: The Kansas City Southern Railway Company Attn: Shawn Mindrup, Director — Real Estate The Kansas City Southern Railway Co. 427 W. 12th Street Kansas City, Missouri 64105-1403 WITNESSETH: Witnesseth, that GRANTOR, in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) AND OTHER GOOD VALUABLE CONSIDERATION, to it paid by the GRANTEE, the receipt of which is hereby acknowledged, does by these presents, REMISE, RELEASE and QUIT CLAIM AN EASEMENT FOR ROADWAY PURPOSES, unto the said GRANTEE, said Easement being located in the tracts or parcel of land, lying, and being situated in Collin County, Texas, and more fully described and depicted on Exhibit A attached hereto and incorporated herein by reference. TO HAVE AND TO HOLD said easement with all the rights, privileges and appurtenances thereto belonging or in any way appertaining unto the GRANTEE, for so long as GRANTEE shall maintain a public roadway and bridge structure on said Easement. GRANTEE, its successors and assigns may, subject to the terms of a Grade Crossing Overpass Construction Agreement between GRANTOR and GRANTEE dated _, 2022, construct and maintain a roadway and bridge structure to GRANTEE'S satisfaction. Said Easement shall run with the land and shall be binding upon the GRANTOR, and its representatives, successors, and assigns. F351] 0211312024 ttem G. GRANTOR DOES NOT COVENANT that it is lawfully seized of an indefeasible estate in fee of the premises over which an easement is herein conveyed or that it has good right to convey this Easement. GRANTOR WILL NOT warrant or defend the title to said premises unto said GRANTEE or to its successors and assigns against the lawful claims and demands of any person(s). This Easement is subject to existing liens, right-of-way easements, or other encumbrances of record. IN WITNESS WHEREOF, the parties have executed this Easement as of the date first above written. GRANTOR: The Kansas City Southern Railway Company By: vP- sfi�.ES F aeAZ State of Missouri SS. ACKNOWLEDGEMENT County of Jackson ) �3 �/," On this _ day of 'rA,1tiv�atl+� , 20X before me a Notary Public, appeared G,VjW Nct 'uwdo me personally known (or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the V r - Real Estate of The Kansas City Southern Railway Company, that he executed the same on behalf of said The Kansas City Southern Railway Company and by authority thereof and acknowledged said instrument to be the free act and deed of said The Kansas City Southern Railway Company for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal day and year aforesaid. My Commission Expires: 10 1S o7$ Notary Public MCE J G000 Notary Public - Notary Seal Clay County . State of Missouri Commission Number 17423040 My Commission Expires Oct 15, 2025 F352] 0211312024 ttem G. IN WITNESS WHEREOF, the parties have executed this Easement as of the date first above written. GRANTEE: Collin County, Texas G1�u�.1't`l Ztt�C� E (Title) ACKNOWLEDGEMENT State of Texas ) SS. County of Collin ) aa3 On this_ I5`�"`"' day of *d AszC.t { 20232, before me a Notary Public, appeared C 49n S 14u .. to me personally known (or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the CO&A NITY JUMC— of Collin County, Texas, and that he executed the same on behalf of said County, and by authority thereof and acknowledged said instrument to be the free act and deed of Collin County, Texas, for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: 11 / 30 [-a3 y,SHONA R NAVARRE "0 . °: Notary Public STATE OF TEXAS ,P t Notary ID 8 13045092 3 o , 5} 1$ f or � My Comm. ExP• November 30• 2023 Notary Public (zp'�' F 53 0211312024 ttem G. IN WITNESS WHEREOF, the parties have executed this Easement as of the date first above written. GRANTEE: City of Wylie, Texas By: c1* N� _ (Title) ACKNOWLEDGEMENT State of Texas ) SS. County of Collin ) Q3 On this day of MO�G�1 20X, before me a Notary Public, appeared Gl114,>r to me personally known (or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the C41M Mag"cr of City of Wylie, Texas, and that he executed the same on behalf of said City of Wyli , Texas, and by authority thereof and acknowledged said instrument to be the free act and deed of City of Wylie, Texas, for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: 3112 ZoZ1 =O,STEPHANIENIE STORMY PUBLIC OF TEXAS 603607-4pires 03-12-2027 Notary Public 4 F354] 0211312024 It G. EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.67 ACRES (72,883 SQUARE FEET) BEING 72,883 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a called 22.123 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1929 of the Deed Records of Collin County, Texas (D.R.C.C.T.), and being more particularly described by metes and bounds as follows: COMMENCING at a 1/2-inch found iron rod with "illegible" cap for the east corner of Lot 51, Block B of Wylie Lakes, Phase 1A, an addition to the City of Wylie, Collin County, Texas, recorded in Volume 2007, Page 36 of the Plat,Records of Collin County, Texas (P.R.C.C.T.) and the south corner of a called 3.578 acre tract of land described as "Tract 2" in Special Warranty Deed to TAAS Investments, LLC, recorded in Instrument Number 20190515000545050 of the Official Public Records of Collin County, Texas (O.P.R.C.C.T.), said corner being on the northwest line of said 22.123 acre tract; THENCE North 51 degrees 43 minutes 48 seconds East, with the northwest line of said 22.123 acre tract and the southeast line of said 3.578 acre tract, a distance of 240.01 feet to a 1/2-inch set iron rod with yellow plastic cap stamped "HALFF" (hereinafter referred to as "with HALFF cap") for the POINT OF BEGINNING; THENCE North 51 degrees 43 minutes 48 seconds East, continuing with said northwest and southeast lines, a distance of 120.29 feet to a 1/2-inch set iron rod with HALFF cap for the point of curvature of a non -tangent circular curve to the left, having a radius of 2,940.00 feet whose chord bears South 43 degrees 06 minutes 07 seconds East, a distance of 84.33 feet; THENCE over and across said 22.123 acre tract, the following bearings and distances: Southeasterly, departing said southeast line and with said curve, through a central angle of 01 degree 38 minutes 37 seconds, an arc distance of 84.33 feet to a 1/2- inch set iron rod with blue plastic cap stamped "HALFF ESMT" (hereinafter referred to as "with ESMT cap") for corner; South 43 degrees 55 minutes 26 seconds East, a distance of 22.50 feet to a 1/2- inch set iron rod with ESMT cap for corner; South 57 degrees 25 minutes 10 seconds East, a distance of 257.10 feet to a 1/2- inch set iron rod with ESMT cap for corner; South 43 degrees 55 minutes 26 seconds East, a distance of 51.75 feet to a 1/2- inch set iron rod with ESMT cap for corner; Page 1 of 4 LD ROW42-1 1.67AC F355] 0211312024 It G. EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.67 ACRES (72,883 SQUARE FEET) South 16 degrees 23 minutes 40 seconds West, a distance of 69.06 feet to a 1/2- inch set iron rod with ESMT cap for corner; South 61 degrees 23 minutes 40 seconds West, a distance of 181.45 feet to a 1/2- inch set iron rod with ESMT cap for corner; North 43 degrees 55 minutes 26 seconds West, a distance of 38.01 feet to a 1/2- inch set iron rod with ESMT cap for corner; North 31 degrees 30 minutes 59 seconds West, a distance of 255.98 feet to a 1/2- inch set iron rod with ESMT cap for corner; North 43 degrees 55 minutes 26 seconds West, a distance of 22.50 feet to a 1/2- inch set iron rod with ESMT cap for the point of curvature of a non -tangent circular curve to the right, having a radius of 3,060.00 feet whose chord bears North 43 degrees 03 minutes 43 seconds West, a distance of 92.06 feet; Northwesterly, with said curve, through a central angle of 01 degree 43 minutes 26 seconds, an arc distance of 92.06 feet to a 1/2-inch set iron rod with ESMT cap for comer; North 42 degrees 12 minutes 00 seconds West, a distance of 4.12 feet to the POINT OF BEGINNING AND CONTAINING 72,883 square feet (1.67 acre) of land, more or less. Page 2 of 4 LD ROW42-1 1.67AC F356] 0211312024 ttem G. EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-1 1.67 ACRES (72,883 SQUARE FEET) NOTES: 1. The Basis of Bearing is the North American Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. This survey was prepared without the benefit of a title commitment. Easements may exist where none are shown. 3. A survey plat of even date accompanies this legal description. Getsy J. Suthan, R.P.L.S. Texas Registration No. 6449 HALFF ASSOCIATES, INC. 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081 TEL (214) 346-6200 TBPELS FIRM NO. 10029600 Date .I.- GETSY J. SUTHAN ... .................... .ti �_ 6449 Page 3 of 4 LD ROW42-1 1.67AC F357] 02/13/2024 Item G. / FOUND — — — — — — — — 'N.T.M.W.D: 2ND j(MEN L'D PLAT OF --------- — LAKE LAVON MONUMENT - - - - - - _ _ _ _ _ WY-vlE LA, £S. PHASE 18 L.1 -- _ _ _ _ _ _ (C.M.) _ � VOt,. 2007. PC. 49 (CALLED 3.578 ACRES) — N 51'43'48' E - — P.R.C.C.T. TAAS INVESTMENTS, LLC 74.82' - 0=01°3$'37" LT l TRACT 2 1/2• SIR W/CAP ( ; 20' WYLIE NORTHEAST r ' INST. NO. 20190515000545050 R= 2,940.00' WATER SUPPLY I - 0.P.R.C.C.T. •� L= 84.33' CORPORATION i t 't$• CL= 84.33' VOL. 662, PG. 317 + r°IHa PROJtCT 1/2' SIR W/CAP - 00 �J ° „ D.R.C.C.T. 1► ' POINT OF �� �yN ��� CB= S43 06'07 E : ,% SITE BEGINNING ` S 43°55'26" E 1.�1 I'1 ` ` N 42 12 00 W — 22.50' j+ h'_ 11� 1'� �ti V fj � 4.12' -_~ i ", AcT :�)[jIL31''R 6� LOCATION MAP �1 \ a"S \ y< LOT 51, BLOCK B r POINT OF COMMENCING - 1/2' FIR W/ 'ILLEGIBLE' CAP (C.M.) WYLIE LAKES, PHASE 1A VOL. 2007, PG. 36 P.R.C.C.T. LEGEND FIR SIR W/ 'HALFF'CAP INST. NO. VOL. , PG. C.M. N.T.M.W.D. P.R.C.C.T. O.R.C.C.T. O.P.R. C.C.T. u O\ ` ss NOT TO SCALE N 43°55'26" W�S?S.10 0 50 100 150 200 22.50 �SCALE: 1"=100' 4PARCEL 42-1 S 43055'26" E 0=01°43'26"(RT) y 1.67 AC. �� 51.75' R= 3,060.00' �` (72,883 SQ. FT.) L= 92.06' CL= 92.06' CB= N43°03'43"W �`(CALLED 22.123 ACRES) THE KANSAS CITY SOUTHERN S 16023'40" W 1 RAILWAY COMPANY �- 69.06' VOL. 4421, PG. 1929 D.R.C.C.T. 'A G S OF =TSY J �SUTHAN N 43055'26" W • i fo ■ 38.01 PROPOSED Ay..9 644: �. ROAD WAY :•,+p �Y.e. CROSSING EASEMENT FOUND IRON ROD SET IRON ROO WITH YELLOW PLASTIC CAP STAMPED 'HALFF' INSTRUMENT NUMBER VOLUME,PAGE CONTROL MONUMENT NORTH TEXAS MUNICIPAL WATER DISTRICT PLAT RECORDS OF COLLIN COUNTY. TEXAS J DEED RECORDS OF COLLIN COUNTY. TEXAS OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY. TEXAS 1/2-INCH SET IRON ROD WITH BLUE PLASTIC CAP STAMPED 'HALFF ESMT'(UNLESS NOTED) Z T(CALLED 0.2396 ACRES HE KANSAS CITY SOUTH! RAILWAY COMPANY VOL. 4421, PG. 1935 `ham D.R.C.C.T. A. 1..'XV yos? NOTES: THE BASIS OF BEARING IS THE NORTH AMERICAN DATUM OF 1983, TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE (4202). ALL DISTANCES ARE SURFACE DISTANCES. kURFACE ADJUSTMENT SCALE FACTOR:1.00015271. �ES AND BOUNDS DESCRIPTION OF EVEN DATE A PANES THIS EXHIBIT. EXHIBIT A ROADWAY EASEMENT DESCIPTION FOR PARK BOULEVARD \ PARCEL 42-1 1.67 ACRES (72,883 SQ. FT.) PREPARED BY HALFF* HALFFASSOCIATES,INC. ENGINEEF PAGE 4 OF 4 I 1201 NORTH BOWSER ROAD -RiCHARDSC SCALE:1•-100' (21413464M AVO: 0211312024 ttem G. J EASEMENT Collin COUNTY Texas STATE QUITCLAIM EASEMENT FOR AERIAL ROADWAY PURPOSES (42-2 RE) This Quitclaim sement for Aerial Roadway Purposes (42-2 RE) ("Easement"), is made on the 114'day of '�— 20�y and between THE KANSAS CITY SOUTHERN RAILWAY COMPANY, a Missouri corporation ("GRANTOR"), and COLLIN COUNTY, a Texas governmental entity, and the CITY OF WYLIE, TEXAS, a Texas home rule municipality (together, "GRANTEE"). After recording mail to: The Kansas City Southern Railway Company Attn: Shawn Mindrup, Director — Real Estate The Kansas City Southern Railway Co. 427 W. 12th Street Kansas City, Missouri 64105-1403 WITNESSETH: Witnesseth, that GRANTOR, in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) AND OTHER GOOD VALUABLE CONSIDERATION, to it paid by the GRANTEE, the receipt of which is hereby acknowledged, does by these presents, REMISE, RELEASE and QUIT CLAIM AN EASEMENT FOR AERIAL ROADWAY PURPOSES, unto the said GRANTEE, said Easement being located in the tracts or parcel of land, lying, and being situated in Collin County, Texas, and more fully described and depicted on Exhibit A attached hereto and incorporated herein by reference. TO HAVE AND TO HOLD said easement with all the rights, privileges and appurtenances thereto belonging or in any way appertaining unto the GRANTEE, for so long as GRANTEE shall maintain an elevated public roadway structure along and across said Easement. GRANTEE, its successors and assigns may, subject to the terms of a Grade Crossing Overpass Construction Agreement between GRANTOR and GRANTEE dated _, 2022, construct and maintain an elevated public roadway to GRANTEE'S satisfaction, provided, however, that no material alteration in the course of the Spring Creek Parkway existing on site on the date of execution of this Easement shall be made without the GRANTOR'S written consent. F359] 0211312024 ttem G. Said easement shall run with the land and shall be binding upon the GRANTOR, and its representatives, successors, and assigns. GRANTOR DOES NOT COVENANT that it is lawfully seized of an indefeasible estate in fee of the premises over which an easement is herein conveyed or that it has good right to convey this Easement. GRANTOR WILL NOT warrant or defend the title to said premises unto said GRANTEE or to its successors and assigns against the lawful claims and demands of any person(s). This Easement is subject to existing liens, right-of-way easements, or other encumbrances of record. IN WITNESS WHEREOF, the parties have executed this Easement as of the date first above written. GRANTOR: The Ka as City Southern Railway Company By: " , GrH&cr � ass,iA6L VP- State of Missouri SS. ACKNOWLEDGEMENT County of Jackson ) On this 11 +—t% day of — , 20before me a Notary Public, appeared G 1 AS er Ao(� .wo me personally known (or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the Vy - Real Estate of The Kansas City Southern Railway Company, that he executed the same on behalf of said The Kansas City Southern Railway Company and by authority thereof and acknowledged said instrument to be the free act and deed of said The Kansas City Southern Railway Company for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal t day and year aforesaid. My Commission Expires: iO / 5 oi5 Notary Public BRYCE J GOOD Notary public - Notary seal Clay County - State of Missouri Commission Number 17423040 My Commission Expires Oct 15, 2025 2 F360] 0211312024 ttem G. IN WITNESS WHEREOF, the parties have executed this Easement as of the date first above written. GRANTEE: Collin County, Texas C'�O4T-/ E (Title) ACKNOWLEDGEMENT State of Texas ) SS. County of Collin ) On this 1� day ofylp QG,1 2024, before me a Notary Public, appeared GId2-%S X-k►L-` to me personally known (or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the Cou+-IW 3t ty&jcof Collin County, Texas, and that he executed the same on behalf of said County, and by authority thereof and acknowledged said instrument to be the free act and deed of Collin County, Texas, for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: kt ( 3o (z3 `P.ir'"P .,k SHONA R NAVARRE `o . �% = Notary Public - • *= STATE OF TEXAS a:�• _ , • *P;` Notary ID * 13045692-9 My Comm. ExP- November 30.2023 Notary Public 361 0211312024 ttem G. IN WITNESS WHEREOF, the parties have executed this Easement as of the date first above written. GRANTEE: City of Wylie, Texas By: /"' � �& Cti r (Title) ACKNOWLEDGEMENT State of Texas ) SS. County of Collin ) On this tSf day of �oXjx , 2022, before me a Notary Public, appeared f -W (?AfV-t C to me personally known (or proved to me on the basis of satisfactory evidence) to be the person described herein who executed the foregoing instrument, and acknowledged that he is the Cf of City of Wylie, Texas, and that he executed the same on behalf of said City of Wylie, eras, and by authority thereof and acknowledged said instrument to be the free act and deed of City of Wylie, Texas, for the purposes therein expressed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year aforesaid. My Commission Expires: - lin- U-2-1 Notary Public y e STEPHANIE STORMNOTARY PUBLICSTATE OF TEXAS ID # 12603607-4My Comm. Expires 03-12-2027 4 F362] 0211312024 It G. EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.5606 ACRES (24,421 SQUARE FEET) BEING 24,421 square feet of land situated in the Francisco De La Pina Survey, Abstract Number 688, Collin County, Texas, and being part of a called 28.332 acre tract of land described in General Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 20101220001391710 of the Official Public Records of Collin County, Texas (O.P.R.C.C.T.), and being more particularly described by metes and bounds as follows: COMMENCING at the southeast corner of Spring Creek Parkway, an addition to the City of Wylie, Collin County, Texas, recorded in Cabinet I, Page 521 of the Plat Records of Collin County, Texas (P.R.C.C.T.) and the southwest corner of a said 28.332 acre tract, said corner being on the northwest right-of-way of Atchison, Topeka & Santa Fe Railroad (a 100-foot wide right-of-way) and the point of curvature of a non -tangent circular curve to the left, having a radius of 1,500.00 feet, whose chord bears North 27 degrees 55 minutes 28 seconds West, a distance of 10.95 feet; THENCE Northeasterly, with the southwest line of said 28.332 acre tract, the northeast right-of-way line of said Spring Creek Parkway, and said curve, through a central angle of 00 degrees 25 minutes 06 seconds, an arc distance of 10.95 feet to a 1/2-inch set iron rod with blue plastic cap stamped "HALFF ESMT" (hereinafter referred to as "with ESMT cap") for the POINT OF BEGINNING, said corner being the point of compound curvature of a tangent circular curve to the left, having a radius of 1,500.00 feet, whose chord bears North 37 degrees 23 minutes 27 seconds West, a distance of 482.61 feet; THENCE Northwesterly, continuing with said southwest and northeast lines, and said curve, through a central angle of 18 degrees 30 minutes 53 seconds, an arc distance of 484.72 feet to a 1/2-inch set iron rod with yellow plastic cap stamped "HALFF" for the northwest corner of said 28.332 acre tract and the north corner of said Spring Creek Parkway addition, said corner being at the intersection of said northeast right-of-way line and the southeast right-of-way line of a 18-foot wide public road and the point of curvature of a non -tangent circular curve to the left, having a radius of 2,932.79 feet, whose chord bears North 56 degrees 07 minutes 14 seconds East, a distance of 51.26 feet; Page 1 of 4 LD 42-2 RE 0.5606AC F363] 0211312024 It G. EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.5606 ACRES (24,421 SQUARE FEET) THENCE Northeasterly, with the northwest line of said 28.332 acre tract and the southeast right-of-way line of said 18-foot wide public road, and said curve, through a central angle of 01 degree 00 minutes 05 seconds, an arc distance of 51.26 feet to a 1/2- inch set iron rod with ESMT cap for an "ell" corner of said 28.332 acre tract, said corner being on the southwest line of a called 1.727 acre tract of land described in Warranty Deed to The Kansas City Southern Railway Company, recorded in Volume 4421, Page 1924 of the Deed Records of Collin County, Texas (D.R.C.C.T.) and the point of curvature of a non -tangent circular curve to the right, having a radius of 1,549.77 feet, whose chord bears South 45 degrees 47 minutes 00 seconds East, a distance of 19.31 feet; THENCE Southeasterly, departing said 18-foot wide public road, and with the northwest line of said 28.332 acre tract, the southwest line of said 1.727 acre tract and said curve, through a central angle of 00 degrees 42 minutes 51 seconds, an arc distance of 19.31 feet to an "ell" corner of said 28.332 acre tract and said 1.727 acre tract, from which a 5/8-inch found iron rod with cap stamped "BOUNDARY MARK" bears South 19 degrees 10 minutes 16 seconds East, a distance of 0.63 of a foot; THENCE over and across said 28.332 acre tract, the following bearings and distances: South 45 degrees 19 minutes 42 seconds East, a distance of 5.07 feet to a 1/2- inch set iron rod with ESMT cap for the point of curvature of a tangent circular curve to the right, having a radius of 1,550.00 feet, whose chord bears South 36 degrees 40 minutes 49 seconds East, a distance of 466.13 feet; Southeasterly, with said curve, through a central angle of 17 degrees 17 minutes 47 seconds, an arc distance of 467.91 feet to a 1/2-inch set iron rod with ESMT cap for corner; South 65 degrees 01 minute 13 seconds West, a distance of 50.07 feet to the POINT OF BEGINNING AND CONTAINING 24,421 square feet (0.5606 acre) of land, more or less. Page 2 of 4 LD 42-2 RE 0.5606AC F364] 0211312024 ttem G. EXHIBIT A ROADWAY EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.5606 ACRES (24,421 SQUARE FEET) NOTES: 1. The Basis of Bearing is the North American Datum of 1983, Texas Coordinate System, North Central Zone (4202). All distances are surface distances. Surface adjustment scale factor: 1.00015271. 2. A survey plat of even date accompanies this legal description. Getsy J. Suthan, R.P.L.S. Texas Registration No. 6449 Halff Associates, Inc. 1201 North Bowser Road Richardson, Texas 75081 Tel (214) 346-6200 TBPELS Firm No. 10029600 0 7I.2 2 � 2n 21 Date .................. GETSY J. SUTHAN r t 6449 a Page 3 of 4 LD 42-2 RE 0.5606AC F365] 02/13/2024 Item G. 7/2212021 10:11:03 AM ah2472 HALFF 42-,ZIVEXH•P42-2-RE01-35192, r _ (CALLED 0.2396 ACRES) THE KANSAS CITY SOUTHERN RAILWAY COMPANY VOL. 4421, PG. 1935 D.R.C.C.T. A= 01000'05"(RT) R= 2,932.79' L= 51.26' CL= 51.26' CB= N5600714"E 1�. G `�" "`�, `�� • 4Lya Q"'�,' �. • � 4 Ep Ly pts4 yo,'Z. G QC, � q . 4y, �S Cr• Ata91- �- I/2' SIR \ � W/CAP _ C2 0 50 100150 200 SCALE. 111=100 D r `.1113F'1 ($118 .jP1 ,I'h,1('7 1�~ 1 5/8' FIR W/ 1 1W/CAP 12' SIR'BOUNDARY MARK' L, CAP BEARS 51910'16'E, 0.63' (CALLED 28.332 ACRES) THE KANSAS CITY SOUTHERN S 45e 19 42 E RAILWAY COMPANY 5.07' INST. NO. 20101220001391710 c.G� 1/2' SIR O.P.R.C.C.T. 5/8" FIR \ W/CAP W/ (BMA CAP \�� �y �— 20' SLOPE EASEMENT CAB. I, PG. 521 P.R.C.C.T. A=17°17'47"(RT) 15' UTILITY �\ �' R= 1,550.00' EASEMET �� oo CAB. 1, PGN520 \ L= 467.91' P J®V qG� P.R.C.C.T. ,\ yCL= 466.13' CB= S36°40'49'E ;I p• ' R=1,450.00' \ L=479.50' CL=477.32' CB=N37'39'491W LOT 1, BLOCK 'B" WOODLAKE VILLAGE TWO CAB. I, PG. 520 P.R.C.C.T. (CALLED 10.318 ACRES) TEXAS NATIONAL GUARD AMORY VOL. 3268, PG. 895 D.R.C.C.T. PARCEL 42-2 �► 0.5606 AC. \ (24,421 SQ. FT.) A= 18°30'53"(LT) R= 1,500.00' L= 484.72' 1 15' UTILITY CL= 482.61' �\ o���' \ EASEMENT :F CAB. I, PG. 521 CB= N37°23'27"W 1�'A� \ P.R.C.C.T. LEGEND P.O.B. POINT OF BEGINNING 15' UTILITY EASEMENT P.O.C. POINT OF COMMENCING CAB. I, PG. 520 SIR SET IRON ROD FIR FOUND IRON ROD _ P.R.C.C.T. INST. NO. INSTRUMENT NUMBER — VOL.. PC. VOLUME, PAGE — — — -- — — — — C.M. CONTROL MONUMENT D.R.C.C.T. DEED RECORDS OF COLLIN COUNTY, TEXAS O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY. TEXAS W/CAP WITH YELLOW PLASTIC CAP STAMPED 'HALFF' O 1/2-INCH SET IRON ROD WITH BLUE PLASTIC CAP STAMPED 'HALFF ESMT'(UNLESS NOTED) NOTES: THE BASIS OF BEARING IS THE NORTH AMERICAN DATUM OF 983,TEXAS COORDINATE SYSTEM, NORTH CENTRAL ZONE (42021. ALL DISTANCES ARE SURFACE DISTANCES. SURFACE ADJUSTMENT SCALE FACTOR;1.00015271. A METES AND BOUNDS DESCRIPTION OF EVEN DATE ACCOMPANIES THIS EXHIBIT. \\ % O \ � I-P 20' BUILDING LINE, - CAB. I, PG. 520 P.R. C.C.T. P.D.B. y� • _ i I — _... CIS S r�s C � •�G� t�, w Q�'� \\ BAN ` �11,W ,oHt -ov ClE- 0• ►� N 0 LAKE LAVON NORTH -- SKYvew PROJECT SITE Qk WILSON CUT OFF - N1 EH,Ap1. m - •` .H. T6 LOCATION MAP NOT TO SCALE .. . GETSY�J. SUTHAN i' 6449 O CURVE TABLE CUR. DELTA RADIUS LENGTH CHORD CHORD NO, BEARING LENGTH C1 00°25'06" LT 1,500.00' 10.95' 1 N27°55'28"W 10.95' C2 00°42'51"(RT) 1,549.77' 19.31' S45°47'00"E 19.31' S 65001'13" W \ 50.07' P.O.C. S75-46'55"W \ 51.47' \ PAGE 4 OF 4 EXHIBIT A ROAD EASEMENT DESCRIPTION FOR PARK BOULEVARD PARCEL 42-2 0.5606 ACRE TRACT (24,421 SQ. FT.) PREPARED BY HALFF' TBPELS FIRM NO, 1002960 HALFF ASSOCIATES, INC. ENGINEERS - SURVEYORS 1201 NORTH BOWSER ROAD - RICHARDSON, TEXAS - 75081-2275 SCALE: 1"=100' 12141346.6200 AVO: 35192 MAY. 2021 0211312024 Item G. State of Texas Collin County Commissioners Court An order of the Collin County Commissioners Court approving an agreement. Court Order 2019-1072-11-18 The Collin County Commissioners Court hereby approves the Railroad Engineering Contract for the Park Boulevard Railroad Grade Separation with the Kansas City Southern Railway Company for engineering services to review and approve plans and other documents pertaining to the project, as detailed in the attached documentation. A motion was made, seconded, and carried by a majority of the court members in attendance during a regular session on Monday, November 18, 2019. Chris Hill, County Judge Not Present Susan Fletcher, Commissioner, Pct 1 Not Present Cheryl Williams, Commissioner, Pct 2 C0UIN COUN UN Ty P, Teresa Nelson Office Administrator Collin County Engineering 4690 Community Avenue, Ste. 200, McKinney, Texas 75071 (972) 548-3744 • Fax (972) 548-5555 Metro: (972) 424-1460, Ext. 3744 tnelson@collincountytx.gov • www.collincountytx.gov Darrell Hale, Commissioner, Pct 3 uncan Webb, Commissioner, Pct 4 ATTEST: Stacey Kemp, County Clerk F367 0211312024 Item G. RAILROAD ENGINEERING CONTRACT PARK BOULEVARD RAILROAD GRADE SEPARATION COLLIN COUNTY, TEXAS STATE OF TEXAS COUNTY OF COLLIN This CONTRACT is made and entered into by and between the Collin County, a political subdivision of State of Texas (the "COUNTY'), acting by and through the duly - authorized Collin County Commissioners Court, whose address is 2300 Bloomdale Road, Suite 4192, McKinney, TX 75071, and The Kansas City Southern Railway Company, (the "RAILROAD"), duly registered to do business in the State of Missouri, whose address for mailing is 427 West 12th Street, Kansas City, MO (34105, sometimes both referred to herein as "Parties", effective as of the date of latest execution below. WITNESSETH: WHEREAS, the COUNTY has laid out and proposes to construct a section of that certain public roadway which has been designated as Nark Boulevard, which as proposed, will pass over the track and across the right of way of the RAILROAD at roadway Survey Station 288+50.00 and approximate Railroad Survey Station 4081+09, and approximate Railroad Milepost T200.1 on the RAILROAD's Greenville Subdivision, which point is the intersection of the proposed centerline of Park Boulevard with the centerline of the RAILROAD's track, near Wylie, Texas, herein referenced to as "PROJECT"; and, WHEREAS, the parties hereto deem it necessary for the Railroad to review engineering plans for portion of the PROJECT that affects the Railroad. NOW, THEREFORE, in consideration of the premises and of the covenants and agreements of the parties hereto contained, to be kept and performed by the parties hereto, it is hereby agreed as follows: A. The COUNTY has requested that the RAILROAD proceed with certain necessary engineering and/or design services for the PROJECT to facilitate the parties' considerations of the PROJECT and shall be undertaken by the parties hereto upon and in accordance with the following terms, conditions and provisions. 1. The work to be done by the RAILROAD under this Contract shall consist of: Review and approval of preliminary and final engineering and design plans, specifications, drawings, contracts and other documents pertaining to the PROJECT, ii. Preparation of cost estimates for the RAILROAD's work in connection with the PROJECT, iii. Review of construction cost estimates, site surveys, assessments, right of way easements and licenses, studies, contracts and related construction A 02/13/20241tem G. documents submitted to the RAILROAD by the COUNTY for the PROJECT. Engineering Work may also include office reviews, field reviews, attending hearings and meetings, and preparing correspondence, reports, and other documentation in connection with the PROJECT, iv. Construction Monitoring, and v. Post Construction Inspection for final acceptance. 2. By its review, approval or preparation of plans, specifications, drawings or other documents pursuant to this Contract, the RAILROAD signifies only that the plans and the PROJECT proposed to be constructed in accordance with the plans satisfy the RAILROAD's requirements. 3.Nothing contained in this Contract shall be deemed to constitute the RAILROAD's approval of or consent to the construction of the PROJECT, which approval or consent may be withheld for any reason directly or indirectly related to safety of the RAILROAD's operations, property, or facilities. The PROJECT, if constructed, is to be constructed, under a separate Crossing Contract to be executed by the Parties at a future date. 4. The estimated cost of work to be performed by the RAILROAD for engineering services for the account of the COUNTY is 36 500.00, as shown on the attached estimate attached hereto as Exhibit A and made a part hereof. It is clearly understood by the parties hereto that this is an estimate only; the COUNTY agrees to pay for all reimbursable charges necessitated by its work in the vicinity of the track and the RAILROAD agrees to furnish the services required. Approval of charges will require supporting documents verifying hours charged from the RAILROAD. The supporting documents must be in the form of approved time sheets or time reports. Documentation for expense charges will include signed copies of the expense accounts showing the days worked, charges for meals, accommodations and miles traveled. 5. For all items of work and expense authorized by this Contract, the RAILROAD shall invoice the COUNTY in care of: Jeff Durham Collin County Engineering 4690 Community Ave., Suite 200 McKinney, TX 75071 Ph: 972-548-3723 Jeff Durham Odurham@co.collin.tx.us) B. It is understood that the PROJECT herein contemplated is to be financed from funds appropriated by the COUNTY; that all plans, estimates of cost, specifications, awards of contracts, acceptance of work and procedure; in general are subject at all times to all laws, rules, regulations, orders and approvals applying to it; and that the COUNTY shall reimburse the RAILROAD for only such items of work and expense as are properly authorized, and in such amounts and forms as are proper and eligible for payment. C. This Contract may be revoked by either party upon written notice to the other until suc h time as the PROJECT is advertised for bids by the COUNTY. F369] 0211312024 Item G. D. The parties hereto represent each to the other that they have the legal authority to enter into this Contract as evidenced by the appropriate COUNTY order, corporate resolution and/or power of attorney, as identified below, certified copies of which will be provided upon request. Witness this my signature in execution hereof, this the! Z 1 _ day of 2019. COLLIN COUNTY BY AND THROUGH THE COLLIN COUNTY COMMISSIONERS T- CHRIS HILL, County Judge Witness this my signature in execution hereof, this the 12 day of b�te-mb'CX 2019. THE KANSAS CITY SOUTHERN RAILWAY COMPANY BY: 4 SRIKANTH HONNUR,YP.E. Track and Bridge Construction Director DATE: �2� (Z1ZO/�_ F 70 02/13/20241tem G. RAILROAD FORCE ACCOUNT PARK BOULEVARD RAILROAD GRADE SEPARATION PROJECT NUMBER COLLIN COUNTY, TEXAS EXHIBIT A ENGINEERING SERVICES ONLY Plan Review - Railroad (Preliminary & Final Engineering Plans) Railroad Cost: Hrs Rate Amount Engineer 80 $125 $10,000 Roadmaster 25 $80 $2,000 Project Manager 25 $100 $2,500 KCS Accounting Department 40 $50 $2,000 KCS PLAN REVIEW COST $16,500 Plan Review — Consultant (Preliminary & f inal Eilgineering Plans) Amount Preliminary and Final Eng Plan Rvw $20,000 RAILROAD FORCE ACCOUNT (ENG. ONLY)_ TOTAL $36,500 F371] 0211312024 ttem G. EXHIBIT D RAILROAD FORCE ACCOUNT AGENCY: Collin County Texas AGENCY PROJECT NO.: PROJECT NAME: Park Boulevard Extension Greenville Subdivision MP T199.50 Wylie, TX Date Prepared: 25-Jul-23 ESTIMATE Railroad -Labor Cost Hrs Rate Amount Engineer 240 $100 $24,000 Roadmaster 40 $100 $4,000 KCS Accounting Department 80 $50 $4,000 Railroad Labor Subtotal: $32,000 Railroad -Expenses Qty Unit Rate Amount Field Visits 6 Trip $2,000 $12,000 Railroad Expenses Subtotal: $12,000 Railroad Total: $44,000 Construction Inspections and Construction Management -Consultant Consultant Plan Review/Construction Monitoring L.S. $174,820 Consultant Subtotal: $174,820 GRAND TOTAL - ENGINEERING ESTIMATE $218,820 F372] 0211312024 ttem G. FYZ July 19, 2023 Bentley Tomlin Public, Utility, and Industrial Project Manager CPKC 427 West 12th Street Kansas City, MO 64105 Re: Park Boulevard Extension - Road Overpass RRMP T199.50, RR Station 4102+24, Greenville Subdivision, Wylie, TX Construction Monitoring Services Dear Mr. Tomlin: The City of Wylie, TX intends to build a new highway bridge over CPKC tracks at the west end of the Wylie Yard indicated in the subject location. HDR is currently performing engineering services on behalf of legacy KCS to review the construction plans for the proposed overpass. The construction plans and the required property rights to build the overpass have been approved and executed by legacy KCSR. HDR assisted legacy KCS in drafting the Construction and Maintenance Agreement and we understand that it is very close to being executed. With the status of the project as stated above, the project is ready to jump into the next phase, construction which we understand is planned to start in Fall 2023. Per our conversation, you have given HDR the opportunity to continue working on the project in the Construction Monitoring role. We are submitting this Construction Monitoring Services ("CMS") proposal to assist you during the construction of this project to observe and monitor the construction relative to CPKC approved plans and specifications. Construction Monitoring Services - Approach and Scope of Services CMS is broken down into three distinct phases: Contractor PM work, Submittal and RFI Review, and Construction Monitoring Support. We assume construction and as -built survey will be performed by the Contractor. Per our conversation, we assume the project's duration is two (2) years starting Fall 2023. We assume CPKC Kiteworks electronic documentation folder is available to HDR's personnel involved in the project and will be the primary documentation tool for the project between CPKC, Contractor, and HDR. Task 1. PM Work Under this Task, HDR will perform project management duties related to the project as stated below- hdrinc.com 10450 Holmes Road Suite 600 Kansas City, MO 64131-3471 (816) 360-2700 F373] 0211312024 It G. • Project progress conference call led by City/Contractor (assume HDR will attend a total of 24 weekly meetings/calls of 1-hr each) • Coordination conference calls with CPKC (assume 5 conference calls of 1 hr each) • Budget reviews, invoice processing, project documentation, and project administration. Task 2. Contractor Submittal & RFI Review Under this Task, HDR proposes to review the RFIs and contractor submittals. We propose to use engineering office support staff to review, comment on and document the following. • Review and Respond to Submittals (assume 25), including: o Project schedule o Construction sequencing o Curfew/window requests o Materials submissions o Erection plans o Excavation and Shoring plans o At -grade crossing work o Grading plans o Drainage plans o Project update conference calls • Review Transport and Erection Plans (assume 3) Task 3. Construction Monitoring Support HDR proposes to perform Construction Monitoring Services after the NTP is issued by the City of Wylie, TX to its contractor. HDR proposes the Project Manager (PM) and Construction Monitor attend the pre -construction meeting. It is our understanding based on discussions with you that HDR expected to have one Construction Monitor on site for an average of one 8-12-hour long site visit per week for the duration of the construction with additional onsite monitoring during milestone works, including bridge substructure and superstructures. HDR proposes to have the Construction Monitor on site during the entire curfew duration during beam erections and excavation and shoring works within the railroad property. The onsite Construction Monitor will perform the following services: • Keep minutes of meetings attended by HDR • Attend weekly Progress meetings and other meetings as scheduled noted above • Prepare a Daily Work Report, only for the days the Construction Monitor is at the site, which includes the following: o Safety reviews. o Reviews of contractor's work plans during execution (Crane Plan, Drilled Shaft Plan, Erection Plan, etc.) hdrinc.com 10450 Holmes Road Suite 600 Kansas City, MO 64131-3471 (816) 360-2700 F374] 0211312024 /tem G. o Monitor for items of work not identified in railroad approved work plans that affects the railroad (ad -hoc crane and equipment usage, excavation, material deliveries, traffic control, and temporary construction crossings, curfews, .) o Document job briefings o Documentation for non-conformance identified earlier and corrective actions • Monitor construction activities relating to: o Shoring installation o Pile and shaft foundations o Abutment caps and stem wall o Superstructure erection o Site conditions and SWWP requirements o Grading and drainage works within or adjacent to railroad property HDR proposes to have Sri Honnur as our Project Manager and also as the Point of Contact (POC) for all matters relating to this project. Amanda Stahlnecker at our Fort Worth, TX office will lead the staffing of the Construction Monitors. HDR proposes to have qualified staff on site during the foundation installation of the drilled shafts for new abutments, during embankment construction, and during the bridge erection. Assumptions 1. This estimate assumes the contractor is working 5 - 10-hour days for the duration of the project to estimate the weekly effort, not including the time during train curfews for bridge erection, foundation construction and shoring installation which may be on weekends and/or for extended hours. 2. This estimate does not include schedule delays. 3. HDR will not be required to provide an onsite job trailer and HDR's onsite Construction Monitoring staff will be able to use the Contractor's trailer. HDR will provide its onsite employees with a computer and phone. 4. The Contractor will provide testing, material certifications, etc. per the requirements of the project plan and specifications. HDR will monitor that the plans and specifications are followed and will review the submittals relating to the results of the testing. 5. The Contractor will provide at least two weeks notice of scheduled work and cancellations of scheduled work, if any, for which the Construction Monitor was already scheduled to be onsite. This is to prevent unnecessary trips to the job site which may increase the CMS costs. 6. HDR will receive and review certificates of inspections, tests, and approvals required. HDR's review of such certificates will be for the purpose of determining whether the results certified indicate compliance with the Construction Contract Documents. This review by HDR does not constitute an independent evaluation of the content or procedures of such inspections, tests, or approvals that complies with the requirements of the Construction Contract Documents. 7. HDR will monitor that the plans and specifications are followed and will review the results of the testing performed by the Contractor. 10450 Holmes Road Suite 600 Kansas City, MO 64131-3471 (816) 360-2700 F375] 0211312024 Item G. 8. HDR will not advise or issue directions relative to or assume control over the means, methods, techniques, sequences of construction work by the Contractor. 9. HDR will not advise or issue directions regarding or assume control over security or safety practices and precautions in connection with operations of the City, CPKC, or the Contractor. 10. HDR's obligation to report any observed unsafe job site conditions or unsafe work practices by the City's contractor to the OWNER and record same in the daily work report shall not make HDR responsible for construction job site safety, the responsibility of which remains solely that of the construction contractor(s). 11, HDR's obligation to report to the OWNER unsafe job conditions or unsafe work practices runs solely to the OWNER and is purely an administration function. 12. There are no third -party beneficiaries intended by this contractual obligation, including, but not limited to, construction contractors and/or their employees. 13. HDR's monitoring of the construction results in the determination that the construction work is defective under the terms and standards set forth in the Construction Contract Documents, HDR will bring this to the attention of CPKC for direction on the required corrective actions which may include repairs, remove, replace or acceptance of the defective work. However, HDR's authority to provide this information to CPKC or HDR's decision to exercise or not exercise such authority will not give rise to a duty or responsibility of HDR to Contractors, Schedule We assume the Project will start construction in Fall 2023 and last about 2 years. Including final punch list and final acceptance, the project completion date is assumed to be June 30, 2026. Construction Phase Schedule: Issue of NTP to contractor October 1, 2023 Coordination Calls Begin October 1, 2023 Preconstruction Meeting October 1, 2023 Field Work Begins November 1, 2023 Substantial Completion December 31, 2025 Final project closeout June 30, 2026 Estimated Construction Monitoring Fee We have made the following assumptions for developing our fee estimate including what has been mentioned above. Terms of our Consulting Services Agreement dated October 7, 2013. o Direct Labor x 2.85 o Direct Labor for Construction Monitoring Straight time x 2.85 o Direct Labor for Construction Monitoring Overtime x 2.85 hdrinc.com 10450 Holmes Road Suite 600 Kansas City, MO 64131-3471 (816) 360-2700 F376] 0211312024 Item G. o Expenses billed without markup ■ Vehicle — $0.75/ Mile ■ Since we have a local HDR office, lodging, and rental vehicle costs are not expected. • Contractor will work 5 days x 10 hrs per week • Construction Monitoring On -Site o One 8-12-hour day per week 0 4 days -Beam erection o Qualified staff during drill shafts construction, major concrete pours, excavation and shoring and superstructure erection Rates used for the direct labor includes yearly pay increases. Our Estimated Fee is shown below with details as shown in Attachment A. Rates and fees mentioned in this proposal are only an estimate and are subject to change depending on contractor's schedule, changes to schedules, weather, personnel changes, changes to salaries of HDR personnel, change in travel costs, and railroad operations. Construction Services Support During Construction $ 174,820 HDR appreciates your consideration and looks forward to assisting the KCS on this project. Sincerely, HDR Engineering, Inc. Cory l il,6ff, PE Senior Vice President Prepared by: Sri Honnur, PE Sr. Rail Project Manager hdrinc.com 10450 Holmes Road Suite 600 Kansas City, MO 64131-3471 (816) 360-2700 5 0211312024 ttem G. Attachment A Estimation of Support During Construction Task Hours and Fee :V r rr, [J r a ti► � U N C C r V V N O i V r gc 0 c, U U ,tiy f.. r a V1 �d L of O ' r', .: r,.. CD 9w �`I � N fG f0 rQ r"' L C C 4q Eatc m ym°' 7 G fl 7f y G .0 mLO i d N � Eri m y a: _y GL �Um�rri 0a0 � E2 Q� fL «+ E (" J QIm c ro- co :� 6 E a L U UmarnUOW 19 C7 Cf r0 cJ r r ry C'\I f J S~ N r M M v' N V► Wilt N M r P_ � ti !1P . M tt�p C7^ N +i4 o r � v r M r 4n br, to fN r, td7 .n vs r~ tT x M M9 p y r I x t� cry m e a M r C 7 � � O U C•°3 M t7 N d to N CC — V4 M 47 P~'! QP D r MtrC Ln N► JA T C N Lr. o It, in E to r r N E t YT 4A O •_ U u. ` rA W V7 w w t W W C.a, -, CA y a rj LL w " rt UJ of CL a LL ry SAC H CL w v; w to b tt C) . OW Co 5 J y Fi •l u" h (,y w ❑ n F- a) V w -J a o Cd O O ram$ C7 � et hdrinc.com 10450 Holmes Road Suite 600 Kansas City, MO 64131-3471 (816) 360-2700 F 78 0211312024 ttem G. JLL Reference No. APPLICATION NUMBER RIGHT -OF -ENTRY AGREEMENT ("AGREEMENT") KCS SAP No. THIS AGREEMENT is effective this EFFECTIVE DATE by and between THE KANSAS CITY SOUTHERN RAILWAY COMPANY, a Missouri corporation, called herein "Railway Company", and CONTRACTOR, to be addressed at CONTRACTOR ADDRESS, called herein "Contractor" sometimes both together referred to as "Parties" herein. WITNESSETH: WHEREAS, The Contractor has requested the Railway Company to permit it access to its right-of- way to access SQUARE FOOTAGE AMOUNT of Railway Company's property for the work described in Section 1 below ("Use") at LOCATION CITY (LOCATION COUNTY) LOCATION STATE at and/or near Railway Company's Mile Post MILE POST (SUBDIVISION NAME Subdivision), as indicated on the print marked Exhibit "A", attached hereto and incorporated herein by reference; and WHEREAS, the Parties understand that the permission granted herein by this Agreement by the Railway Company is limited to granting access to the property owned by the Railway Company only. NOW, THEREFORE, it is mutually agreed by and between Railway Company and Contractor as follows: 1. USE: The Contractor acknowledges that this Agreement is limited only to Use noted in this Agreement. No other Use shall be permitted on Railway Company's property without the expressed written consent of Railway Company. Work authorized under this agreement and as shown and described in Exhibit A includes WORK SCOPE FOR BRIDGEWORK. A Railway Company approved flagger is required during the Work. Contractors shall notify Railway Company two weeks in advance of Work so that the Work can be coordinated with the Trainmaster. The Railway Company shall be informed of any changes to the approved plans and work methodology ("Work") as described in this Agreement. No changes to the Work shall be performed until a written approval is received by the Railway Company. Contractor has complete and sole responsibility for, and direction of, its employees, agents, subcontractors or any persons or entity that Contractor hires to perform or assist in performing the services hereunder. Contractor and Railway Company agree that such persons shall not be considered employees, agents or contractors of Railway Company for any reason, and Contractor shall prohibit any activity that may be construed as creating an employment relationship between such persons and Railway Company. 2. FLAGGING: Railway Company hereby grants to Contractor, subject to the limitation of forty- eight (48) hours prior notice to Railway Company and subject to each and all of the terms, provisions and conditions herein contained, the right to enter upon and have ingress to and egress from the property described in the Recitals for the purpose of performing the Work described in the Recitals. Notwithstanding the above, in no event shall Contractor have the right to cross Railway Company's tracks for purpose of ingress and egress. Neither Contractor, nor its employees, agents or subcontractors shall interfere with or -Page 1 of 4 - 0211312024 ttem G. JLL Reference No. APPLICATION NUMBER obstruct any track or drainage structures and facilities on the property. Any damage caused by Contractor to Railway Company property shall be repaired immediately. The safe operation of the Railway Company shall take precedence over Contractor's Work on the right-of-way. Contractor shall not, without the Railway Company's prior written consent, foul Railway Company's tracks. All Work of the Contractor to be performed on or adjacent to the right-of-way shall be coordinated with Railway Company so as to avoid, to the greatest extent possible, interference with Railway Company operations. Except as authorized by the Railway Company, Contractor will not work within the Railway Company's right-of-way. The right-of-way is typically defined as an area measured fifty feet (50'), horizontally, on either side of the centerline of track with unlimited vertical distance within the horizontal limits. Additionally, Contractor will use reasonable efforts to locate all equipment, devices, and materials at a sufficient distance from any track to prevent apparatus or part of any equipment, device, or material, such as the boom of a crane or a dragline, from encroaching on the right-of-way of any track. When Contractor is in the Railway Company right-of-way for whatever reason or has a potential to encroach upon the Railway Company right-of-way, a qualified Railway Company flagman is required. It will be Contractor's responsibility to coordinate in obtaining and paying for the flagman from one of the following approved Railway Company flagging companies: Railyros Field Services David Allen 601-502-6485 Joel Ashcraft 417-362-9007 Bottom Line On -Track Safety Services Jeff Yarbrough 972-824-3348 Nick Loar 214-394-5237 david. allengrailpro s. com j oel. ashcraft(&railpro s. com jef .yarbrough&alliedtrack.com nick.loar(a-,alliedtrack. corn 3. EMERGENCY CONTACTS: In the event of an emergency condition or situation requiring immediate attention, repair or action, contact: CONTRACTOR - Contractor at CONTRACTOR PHONE, Railway Company at 877-527-9464, and Flagger. 4. FEE: Contractor agrees to pay to Railway Company for the use of Railway Company's right-of- way and the privilege hereby granted, such use and privilege being expressly limited to the facilities described above, the one-time sum of ONE THOUSAND AND NO/100 DOLLARS X # OF 6 MONTH WINDOWS ($X,XXX.00), payable upon execution of this Agreement. 5. TERM: The right -of -entry herein granted to Contractor shall commence TERM START, and shall continue until TERM END, unless sooner terminated, or at such time as Contractor has completed its Work on Railway Company's property, whichever occurs earlier. Contractor agrees to notify the Railway Company Representative in writing when it has completed its Work on Railway Company property. This Agreement may be terminated by either party on ten (10) days' written notice to the other party. 6. INDEMNITY: CONTRACTOR SHALL INDEMNIFY, SAVE AND HOLD HARMLESS RAILWAY COMPANY, ITS OFFICERS, DIRECTORS, AGENTS, REPRESENTATIVES, CONTRACTORS AND EMPLOYEES, FROM AND AGAINST ANY LOSS OR DAMAGE TO PROPERTY, OR PERSONAL INJURY OR DEATH TO ANY PERSON, THAT WOULD NOT HAVE OCCURRED BUT FOR CONTRACTOR'S PRESENCE ON RAILWAY COMPANY'S PROPERTY. - Page 2 of 4 - F380] 0211312024 ttem G. JLL Reference No. APPLICATION NUMBER It shall be the exclusive duty and responsibility of Contractor to inspect the property subject to this Agreement for the sole purpose of evaluating its safety for the entry of its employees, agents and subcontractors. Contractor shall not be responsible, however, for ensuring the safety of anyone or any party not employed by or under contract to Contractor except to the extent the safety of such persons is directly affected by the presence of Contractor's employees, agents, contractors and subcontractors. Contractor shall advise all of its employees, agents and contractors entering the property of any observable safety hazards on the property, including, without limitation, the presence of moving vehicles, tripping hazards and overhead wires. Notwithstanding the foregoing, Contractor has no duty or obligation to remediate any such observable hazards or to notify any other project participants of any such hazards. Contractor shall instruct all of its employees, agents and subcontractors entering the property that all persons, equipment and supplies must maintain a distance of at least twenty-five feet (25') from the centerline of the track unless authorized by the on -site Railway Company flagman to be closer than twenty-five feet (25'). Contractor shall use its reasonable efforts to see that no personnel, equipment or supplies under its control are within the clearance point of the track when moving Railway Company equipment may be seen from or heard at the property subject to this Agreement. 7. INSURANCE: So long as this Agreement is in effect Contractor agrees to maintain commercial general liability and contractual liability insurance with minimum limits of ten million dollars ($10,000,000.00) per occurrence, ten million dollars ($10,000,000.00) aggregate. Contractor shall provide automobile liability coverage in the amount of three million dollars ($3,000,000.00) combined single limit. In addition, Contractor shall provide or require minimum statutory worker's compensation coverage for all covered employees who are on Railway Company's property. Contractor must also provide a Railroad Protective Liability Insurance policy naming the Railway Company as the Named Insured with coverage limits of at least two million dollars ($2,000,000.00) per occurrence and six million dollars ($6,000,000.00) aggregate. The original Railroad Protective Liability policy shall be promptly furnished to Railway Company. Each policy must be issued by financially reputable insurers licensed to do business in all jurisdictions where Work is performed during the term of the Agreement. A certificate of insurance will be provided to Railway Company by Contractor, reasonably satisfactory to Railway Company in form and content, evidencing that all required coverage is in force and have been endorsed to provide that no policy will be canceled or materially altered without first giving the Railway Company thirty (30) day's prior written notice. Commercial general liability policy will name Railway Company as an additional insured and, to the fullest extent allowed under law, will contain a waiver of subrogation in favor of Railway Company. All policies will be primary to any insurance or self-insurance the Railway Company may maintain for acts or omissions of Contractor or anyone for whom Contractor is responsible. Any deductible or self -insured retention on the required insurance shall be the responsibility of Contractor. Contractor will include copies of relevant endorsements or policy provisions with the required certificate of insurance. Nothing contained in this Section limits Contractor liability to the Railway Company to the limits of insurance certified or carried by Contractor. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK SIGNATURE PAGE TO FOLLOW - Page 3 of 4 - F381] 0211312024 ttem G. JLL Reference No. APPLICATION NUMBER IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their respective officers, duly authorized, as of the day and year first above written. THE KANSAS CITY SOUTHERN RAILWAY COMPANY By: Michael Martin Title: Manager of Public Projects Date: CONTRACTOR By: Name: Title: Date: - Page 4of 4- 382 0211312024 Item H. IAI fN CITY OF WYLIE Department Prepared By: Wylie City Council AGENDA REPORT Purchasing Account Code: Christopher Rodriguez 611-5711-54810 der, and act upon, the award of contract W2023-110-A to Beehive Industries for Comprehensive Infrastructure and Management Software (CLAMS) in estimated amount of $99,800 for the initial contract base term and estimated annual it of $48,600 after base term and authorizing the City Manager to execute any necessary documents. to approve the Item as presented. is sought to purchase a new comprehensive infrastructure and asset management software program from Beehive for Public Works and the Parks and Recreation department. An evaluation committee reviewed all responsive for a thorough analysis of each vendors' proposals based on scoring criteria outlined in the solicitation. Beehive is the highest ranked proposer providing the most comprehensive solution. the City's demands and needs become more complex and costlier, it is imperative to have a software management program it optimizes system utilization for all users, improves response times, reduce errors, automates manual processes, improves ilytical capabilities, and tracks reports, and improves customer service and response. The City intends to efficiently manage total cost of ownership, enhance its current level of infrastructure asset management and improve the provision of municipal cost of CIAMS will be an estimated amount of $99,800 for the initial term. This price also includes the implementation The cost of the services for any subsequent, optional renewal of this agreement to be an estimated sum of $48,600 per iff recommends the award of contract W2023-110-A for the Comprehensive Infrastructure and Asset Management Software Beehive Industries in the initial estimated amount of $99,800 with an estimated annual amount of $48,600 for any )sequent renewal options, as providing the best value to the City. F383] 0211312024 It 1. %A1 f'N CITY OF WYLI E Department: Prepared By: Wylie City Council AGENDA REPORT Purchasing Account Code Kirbv Krol Various onsider, and act upon, Resolution No. 2024-08(R) of the City Council of the City of Wylie, Texas (Wylie), hereby authorizi to City Manager of Wylie to enter into an interlocal cooperative purchasing agreement between the Sheriff's Association exas (SAT) and Wylie for the use of the SAT's contracts and authorizing the City Manager to execute any and all necess, to approve the Item as presented. City is authorized to purchase from a cooperative purchasing program with another local government or a local erative organization pursuant to Chapter 791 of the Texas Government Code and Section 271 Subchapter F of the Local =ment Code; and by doing so satisfies any State Law requiring local governments to seek competitive bids for items. in No. 2019-29(R) was authorized by Wylie City Council on November 12, 2019 to establish an interlocal purchasing it between Wylie and SAT, contingent upon annual renewals. For continuity in operations, a renewal is sought to obtaining competitive pricing offered through the goods and services contracts established by SAT pursuant to the to do so through the applicable statutes above. recommends the approval of an interlocal cooperative purchasing agreement between Wylie and SAT as highly icial to maintain cost beneficial goods and services. F384] 0211312024 It 1. RESOLUTION NO.2024-08(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, HEREBY AUTHORIZING THE CITY MANAGER OF THE CITY OF WYLIE, TEXAS, TO ENTER INTO AN INTERLOCAL COOPERATIVE PURCHASING AGREEMENT BETWEEN THE SHERIFF'S ASSOCIATION OF TEXAS AND THE CITY OF WYLIE FOR THE USE OF THE SHERIFF'S ASSOCIATION OF TEXAS' CONTRACTS. WHEREAS, Section 791.025 of the Texas Government Code AND Chapter 271.102 of the Texas Local Government Code does permit Interlocal Agreements between local governments for the purchase of goods and services and does satisfy the requirement of local governments to seek competitive bids for the purchase of goods and services through supplier contracts; and WHEREAS, the City of Wylie is of the opinion that an Interlocal cooperative purchasing Agreement between the City of Wylie and the Sheriff's Association of Texas will be highly beneficial to the taxpayers as a result of the anticipated savings to be realized; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: That the City of Wylie, Texas requests that the Sheriff's Association of Texas allow the City to enter into an Interlocal Agreement to permit the City to utilize and/or be incorporated into one or more Sheriff's Association of Texas supplier contracts as previously solicited by the Sheriff's Association of Texas and awarded to vendors in accordance with State purchasing laws. SECTION 2: The City Manager of the City of Wylie, Texas is hereby authorized to execute, on behalf of the City Council of the City of Wylie, Texas, the Interlocal Agreement between the Sheriff's Association of Texas and the City of Wylie. SECTION 3: A representative of the City of Wylie, Texas named as Christopher Rodriguez, Purchasing Agent, is authorized to sign and deliver any and all necessary requests and documents in connection therewith for and on behalf of the City of Wylie, Texas. SECTION 4: This Resolution shall take effect immediately upon its passage. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas on this 13t' day of February, 2024. Matthew Porter, Mayor ATTEST TO: Stephanie Storm, City Secretary Resolution No. 2024-08(R) — Interlocal Agreement w/Sherriff's Association of Texas Page 1 of 1 F385] 02/13/2024 Item J. IAI fN CITY OF WYLIE Department: Fire Prepared By: Christopher Rodriguez Wylie City Council AGENDA REPORT Account Code: 100-5211-58510 er, and act upon, the approval of the purchase of one (1) Chevrolet Tahoe SSV and two (2) Chevrolet Silverado SSV s in the estimated amount of $153,564.61 through a cooperative purchasing contract with the Sheriffs Association of and authorizing the Citv Manager to execute anv necessary documents. to approve Item as presented. Inder the approved budget for Fiscal Year 2023-2024, the Fire Department has been authorized to purchase two Chevrolet ahoe SSV and one Chevrolet Silverado SSV vehicles. These vehicles are for the administrative staff, and are regularly replacement units. off recommends the purchase of these vehicles through the referenced cooperative purchase agreements, as providing the ;t value to the City. The City is authorized to purchase from a cooperative purchasing program with another local vernment or a local cooperative organization pursuant to Chapter 791 of the Texas Government Code and Section 271 and doing so satisfies any State Law requiring local governments to seek competitive bids for items. ylie Agreements #W2024-35-I / Sheriffs Association of Texas Contract # 22-03-1008RR F386] 0211312024 Item K. IAI fN CITY OF WYLIE Department Finance Prepared By: Christopher Rodriguez Wylie City Council AGENDA REPORT Account Code: 100-5131-54810 insider, and act upon, the award of contract W2024-8-A to IGM Technology for Budget Software in estimated amount 9,750 for the first year and authorizing the City Manager to execute any necessary documents. to approve the Item as presented. Request for Proposal was completed for budget software that would easily integrate with Incode (our current financial ftware) and be intuitive for the users. The approved budget amount was $81,000, including implementation. An evaluation ,mmittee reviewed and scored eight proposals with a component that included software demonstrations. The evaluation volved a thorough analysis of each vendors' proposals based on scoring criteria outlined in the solicitation. IGM Technology the highest ranked proposer, providing the best comprehensive solution for the City of Wylie. The software includes modules r budget development, fully integrated budget book, transparency dashboards, and strategic planning. cost of the budget software will be an estimated amount of $59,750 for the initial term. This price also includes the dementation cost of $20,000. The cost of the services for any subsequent, optional renewal of this agreement will be an mated annual sum of $39,750 per year with a maximum annual percentage increase on software services being 5% after first year. T recommends the award of contract W2024-8-A for the Budget Software to IGM Technology in the estimated amount of ,750 for the first year and an estimated annual amount of $39,750 for any subsequent renewal options as providing the best to to the City. 0211312024 Item L. %A1 f'N CITY OF WYLI E Department: Prepared By: Wylie City Council AGENDA REPORT Purchasing Account Code Kirbv Krol Various sider, and act upon, Resolution No. 2024-09(R) of the City Council of the City of Wylie, Texas (Wylie), here .orizing the City Manager of Wylie to enter into an interlocal cooperative purchasing agreement between the City lothian (Midlothian) and Wylie for the use of the Midlothian's contracts and authorizing the City Manager to execute all necessary documents. to approve the Item as presented. City of Wylie is authorized to purchase from a cooperative purchasing program with another local government or a local oerative organization pursuant to Chapter 791 of the Texas Government Code and Section 271 Subchapter F of the Local -mment Code; and by doing so satisfies any State Law requiring local governments to seek competitive bids for items. �thian currently has contracts with various vendors for goods and services, and Wylie has a need for same and desires to into an interlocal cooperative purchasing agreement with Midlothian pursuant to the authority to do so through the ,able statutes above. recommends the approval of an interlocal cooperative purchasing agreement between the City of Wylie and the City of )thian as highly beneficial to maintain cost beneficial goods and services. F388] 0211312024 Item L. RESOLUTION NO.2024-09(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, HEREBY AUTHORIZING THE CITY MANAGER OF THE CITY OF WYLIE, TEXAS, TO ENTER INTO AN INTERLOCAL COOPERATIVE PURCHASING AGREEMENT BETWEEN THE CITY OF MIDLOTHIAN AND THE CITY OF WYLIE FOR THE USE OF THE CITY OF MIDLOTHIAN'S CONTRACTS. WHEREAS, Section 791.025 of the Texas Government Code AND Chapter 271.102 of the Texas Local Government Code does permit Interlocal Agreements between local governments for the purchase of goods and services and does satisfy the requirement of local governments to seek competitive bids for the purchase of goods and services through supplier contracts; and WHEREAS, the City of Wylie is of the opinion that an Interlocal cooperative purchasing Agreement between the City of Wylie and the City of Midlothian will be highly beneficial to the taxpayers as a result of the anticipated savings to be realized; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1: That the City of Wylie, Texas requests that the City of Midlothian allow the City to enter into an Interlocal Agreement to permit the City to utilize and/or be incorporated into one or more City of Midlothian supplier contracts as previously solicited by the City of Midlothian and awarded to vendors in accordance with State purchasing laws. SECTION 2: The City Manager of the City of Wylie, Texas is hereby authorized to execute, on behalf of the City Council of the City of Wylie, Texas, the Interlocal Agreement between the City of Midlothian and the City of Wylie. SECTION 3: A representative of the City of Wylie, Texas named as Christopher Rodriguez, Purchasing Agent, is authorized to sign and deliver any and all necessary requests and documents in connection therewith for and on behalf of the City of Wylie, Texas. SECTION 4: This Resolution shall take effect immediately upon its passage. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas on this 13t' day of February, 2024. Matthew Porter, Mayor ATTEST TO: Stephanie Storm, City Secretary Resolution No. 2024-09(R) — Interlocal Agreement w/City of Midlothian Page 1 of 1 F389] 0211312024 It M. %A1 f'N CITY OF WYLI E Department: Prepared By: Wylie City Council AGENDA REPORT Purchasing Account Code Kirbv Krol 100-5231-52250 der, and act upon, the approval of the purchase of EMS Medical Supplies in an estimated annual amount of $87,956. Bound Tree Medical, LLC for Wylie Fire Rescue through an interlocal agreement with the City of Midlothian a rizing the City Manager to execute any and all necessary documents. to approve the Item as presented. Wylie Fire Rescue (WFR) will be responsible for the acquisition and maintenance of emergency medical supplies for the newly formed EMS Division. Supplies consist of consumables, equipment, and medications to fully stock each ambulance to carry out all aspects of emergency medical response. WFR obtained pricing through various agreements established with other government entities for analysis and found this interlocal agreement to be the most economical way to procure these goods from a well -established and reliable vendor. Staff recommends the purchase of EMS Medical Supplies in an estimated annual amount of $87,956.60 from Bound Tree Medical, LLC for Wylie Fire Rescue through an interlocal agreement with the City of Midlothian. The City is authorized to purchase from a cooperative purchasing program with another local government or a local cooperative organization pursuant to Chapter 791 of the Texas Government Code and Section 271 Subchapter F of the Local Government Code; and by doing so satisfies any State Law requiring local governments to seek competitive bids for items. (Wylie Agreement No. 2024-27-I / City of Midlothian Contract No. 2020-28) F390] 0211312024 Item N. %A1 f'N CITY OF WYLI E Department: Prepared By Planning Jasen Haskins Wylie City Council AGENDA REPORT Account Code: Consider, and act upon, a Preliminary Plat of Lots 1-8, Block A of Ladylike Addition, creating eight commercial lots 19.726 acres, located north of 801 North State Highway 78. to approve the Item as presented. : JDI Investors APPLICANT: Spiars Engineering applicant has submitted a Preliminary Plat to create Lots 1-8, Block A of Ladylike Addition. The property is located i of 801 North State Highway 78 and is zoned Commercial Corridor (CC). The purpose of the Preliminary Plat is to e eight commercial lots on 19.726 acres and dedicate fire lane, access, and utility easements for the development. applicant has provided preliminary engineering sewer, water, and drainage plans for this preliminary plat review. The Engineering department has reviewed these initial preliminary plans as support documents for the creation of the eight Full civil plans shall be reviewed after the site plan approval. Site plans for each lot shall be required for review and ideration prior to any future development. subject property was rezoned Commercial Corridor from Agricultural in May 2018 and has a development plan of 10 This plat vacates the previous plat to allow for the layout of the new proposed development plan. There is an existing ling on the northern corner of the property that is to be demolished with this development due to the existing structure non -conforming (setbacks, building materials, fire safety, etc.) and unusable for the future development of the site. plat is dedicating a 30' fire lane, access, and utility easement with access from State Highway 78 and East Brown Street. plat is technically correct and abides by all aspects of the City of Wylie Subdivision Regulations. Approval is subject to itions and alterations as required by the City Engineering Department. City Council must provide a written statement of the reasons for conditional approval or disapproval to the applicant in rdance with Article 212, Section 212.0091 of the Texas Local Government Code. Commission voted 5-0 to recommend approval. F 91 02/13/2024 Item N. 0 J 9 80 0 40 80 180 1 'ncn 80 ft, beai ng State copra dgie sgtem Tawas N.,tn a maf 2ogB Amar ado Real ml on 2011 8 Atl1us[ment ,A /yh LOC�A�TIjOyoMAD I i i 1 ] BlachA 0-F (I ro �L L 4 A;` m• ( 1 ao`JvR` e - Iu a \ / ' ;Bbr+xnw=tum ,may t e>ANA-) >JJ I,o 2 RI k A.yam \�' x �` - s ,rl �vA LEGEND ,/z' Ivan reap w/ vusnc cAe NOTES: 1. All propased lots s ated in whole Dart witthe oars corpo ate —Ply w h, m qulrements o ® Ine goa vems n ng z ping dislrfct and ® regulramapta or tna aadarolamp h 2. Basis of bearing derived from 0e c -ta R.- C—di-ta syatam, Am Dalumf983 North Cen2on 4. Adjustment North-1- 2011. 3. sobiecl p ',Illy Is not IN-N, wp— lbe 10 ual chance (too -year floodplq n)q per FE. FIRM Map #48085Co420J m Collin County, dated June 2, 2009. 4. Selling a portion of this addition by melee and bounds is violation of City o su�bjecl to d a and withholding of utilities and building — Dermita. I L1 I A E\ nE \k \ AN Oe) \ IOf&A dDL% AONCOR .VLeLlo V ) uwxrxmaw�srA>�ox' �l ^ \ g� \ �) r � A N, \f��'6L 8RI�kA I tt e cam\ Jrwiq From.hp wpunan,mh osw,fM PRELIMINARY PLAT LADYLIKE ADDITION IN THE CITY OF WYLIE, COLLIN COUNTY, TEXAS FRANCISCO DE LA PINA SURVEY; ABSTRACT NO. 688 Lot. 1-8, Block A 859,281 Sq. Ft./19.726 Acres FNG EER/NNR---PER —PE Spun GgIn—g, Inc. ml Inroslors, w 501 W President NI., Bud Hxy. Suite 200 8668 Jdn Hickman Pprkxot RIh—. (9 ) 75080 Frisco, 1% ) - ielepM1one: NI 422-00)) itl-t-(%I. K -1918 cq�ni«t: ogaa2ea nmc sn�m xa.em 02/13/2024 Item N. OWN ER'S CERTIFICATE STATE OF TEXAS •• COUNTY OF COLLIN •• BEING a tract of land situated in the Fro deco ps La Pina I—, Abstract No. 688. City of Wylie. Collin County. Texas.n being all of Lot 4. Block A of the LOtlylike Atltliti n tltl'tio tM1e oito of Wylllle, Oc Ordinga t0 Ns tlpI.t tM1Coeon County.dTexa1. e Oldby NO deed c nveyed7I. J0141nveserstM1LP. Precorded in Document No. 20211210002499730 of Me Official Public Records of Collin County. Tool. wHM1 the 1 tract bN,g O F icu y escnbed vs follows: BEGINNING al a 5/8-iron rod found lying in - —th-It nght-of-way tine of State High.1y 78 (—.Ole width ngM1t-of-way) al the north corner of snidLot 4. Black A: THENCE von n lines of s Itl LOT 4, Black A ontl JDI Investors tract, the owing gc urses andyd;alOnces: a S 02'31'39" W. 105,60 feet: S 19'42'21" E, 64.63 feet; S G058'21" E. 5680 feet; S G9'33'21" E. 8909 feet; S 381" E, 33.13 feet to a 5/8-1, rotl foul; 5 7309'21" E. 38.18 feet; S 51'33'21" E. 47.46 feet: S 34'28'21" E, 107,72 feet; S 43-1 W21" E, 161,28 feet; S 77'58'21" E. 62.00 feet; S 31-47.21" E, 58,67 feet; S 26-19'21" E, 423.29 feet; N 89'04'S1• W 28.8E feet to 0 5/84ron rod found; S 00'55'09" W. 50.00 feel to a 5/8-capped iron rod foul lying in the north Hght-of-way floe of East Brown Street (variable width right-of-way); THENCE NO, s0id north line of E.YA Brown Street, - following courses Ontl distances: ncurve on9 a On -tangent TO Man 45 80 e right h—g a central angle Of 02'25'46", radius Of 1080.00 feet, O chord of N 86'0750' W - 45.79 feet On arc I..gth Of ldius h vi c e ng on9 a to - lea central angle of 04'30'00', a raof rrse 1ve160.00 pft feel, a hord of N 8709'S7" W - 91OB feet, an arc ICngLh of 91.10 feel to a 5/8-,pped iron rod found; N 891 W, 200.98 feet; N 81 W 567.34 feet TO an i(-(ountl in concrete far corner, Al—on9 a tangent c e to the left h ving a central angle of 04'47'26% a mof 1180.00 peel a M1ord of S 88'31'34• W - ED ED feet. an arc length of 96,99 feet to On —ird in concrete for corner. n s �pright M1 ving O s-PIT. Of OY25'26", of1o" C feet,. —ld of S 88'19'32"W - 45.6E -C-COn Orc lengthaf 45.6E feet N 0938'49' E. 44,29 feel to C 5/8 inch iron rod found; N 89'21'11• W, 113.59 feet to the eastern line Of Lot 1, Block 1 of S.H. 78 Rocetrac A e City of W thereof recodrdedn in pocum�ent No. t2013020701000o400 cofr- Plat Fecorlas Of Collin County, Texas; THENCE, r N 48'16'12' W 423.50 feet to 1/2••cvpped it d foul o north c f saitl Lot 1, Block 1 CnO plying in saitl soulhe0sl line of Stale Highway 78. THENCE, N 51'43'50• E, 885.74 feM fo O 5/8••cappetl iron rotl foul Ot th. na11 .It comer of sold Lot 4, Black A, THENCE, N 51'37'39" E, 296.69 feet 01-9 saitl southeast Ii of Sete High.w 78, to the POINT OF BEGINNING with the subject tract contain ng 859.281 square feet or 19.726 acres of 1O11. NOWTHEREFO rc¢pwMiw RE, KNOW ALL MEN BY THESE PRESENTS euiryeen spm�np PPoeed e , to Ru adinonus, mlee, a Rene and reroluuone oI the City oMiyawylie, ierae. our nonaa of Collin eouwy, ieeoa. Inn nay o1 suPVEvoa CERTIFICATE Ne,eoy Denny — I prepored INe plot and the Dele Doted mode o q yea �u der persona au melon, in ocaoraonm won the Su St2'n Reyaouo'a of lice cit..... of wylee ie as pm� y owed use u. _ m ' I20 —REH R. EwaPLE, HO. E2e2 . m 9 STATE OF T'- 1,:dONE. 1� NAHI 11 .1 OF111 IN. III III III PRELIMINARY PLAT LADYLIKE ADDITION IN THE CITY OF WYLIE, COLLIN COUNTY, TEXAS FRANCISCO DE LA PINA SURVEY; ABSTRACT NO. 688 Lot. 1-8, Block A 859,281 Sq. Ft./19.726 Acres FNG EER/wRWVOR/APPt CANT gVERNE HER Spins En9banng, Inc. JUI InrosROIs. LP 501 W President D,w Bud H, Suite 200 B669 Jahn Hickman Parkwol Ric Ni—, T% 75DBD Fo—, TY 75034 Telephone: (972) 422-0077 TIN,— (972) 679-1918 caLEFT R, m- "I clit- %I. Ki- 393 0211312024 ttem O. %A1 f'N CITY OF WYLI E Department: Prepared By Planning Jasen Haskins Wylie City Council AGENDA REPORT Account Code: ler, and act upon, a Final Plat of Lot 1R-3R1, Block C of Woodlake Village, amending one commercial lot on 2.41 located at 2016 North State Highway 78. to approve the Item as presented. WNER: KAAP Commercial APPLICANT: Spiars Engineering applicant has submitted a Final Plat to amend Lot 1R-3R1, Block C of Woodlake Village on 2.411 acres. The subject ierty is located at 2016 North State Highway 78 on undeveloped land between Walmart and the strip center to the west is zoned Commercial Corridor (CC). purpose of this Final Plat is to dedicate fire lanes, along with access and utility easements for the development of two ical office buildings on the remaining open space. The proposed use is allowed by right with the current zoning. Fhe Woodlake Village Addition was originally platted in 1987. In 2003 Lot 1, Block C of Woodlake Village was replatted o create five lots and support the development of a Walmart Supercenter and additional retail in the area. In 2004 a replat vas approved to create Lot 1R-3R1 & Lot 1R-3R2, Block C of Woodlake Village. A 20,000 sq. ft. multi -tenant retail structure s developed on Lot 1R-3R2, Block A of Woodlake Village, and the 2.411-acre subject property on Lot lR-3R1 is site plan for the development was approved by the P&Z commission on February 6, 2024. plat is technically correct and abides by all aspects of the City of Wylie Subdivision Regulations. Approval is subject to itions and alterations as required by the City Engineering Department. City Council must provide a written statement of the reasons for conditional approval or disapproval to the applicant in rdance with Article 212, Section 212.0091 of the Texas Local Government Code. Commission voted 5-0 to recommend approval. F 94 02/13/2024 Item O. P o i N 20 0 10 20 40 1 inc11 20 ft. Basis of eeoring State Plane BECIN INC Gpor i— sntam, - s N— �- C,,-.Cii_1 Zone 4202, NoriM1 American Real a 2f0 "' I meat flan II. i NMIy Vra' _ /• I , a� I LocnrEoN ruE \ I I LEGENN (. nn none nw M gxmeex) `' it i i i tl u._I I I nN, PRm I �m pWI ii A Rl Lop. 1wer e ou.r� eenc� �Irc L�_z. I Denim M,Re3 ( Oz x«m Am n =j a l fff .l iw e.mwtao973�l� F ]g, xll. ,.mm n., to the gg w plan, I The properly la locotea in Zon I RECOMMENDED FOR APPROVAL ----------------L------- ,/'O r-1 N8B--W_ypg ervolman. Ronnln9 & Zanln9 Gmmaaan [ae I I Dry a, qne, r..a. n � I APPROVED FOR CONSFRUCIION y . eM ar wy1a, rhea ome I I ACCEPTED i u.Rnormm �- I y r, eM ar wy1a, rnn Dale e tea. NN9r09MW-68ATI I RR Da m Do rye. re xe�alyt i i I oq 1-ton an m wt. u» a P c. tnern wnegM e g g e nam. ae er i= a«axMs. § OWNER-ERT 1— COUNIYOF[OLLIN § ERIL itl E R. Page ,3r..PUteR«a.11 1 llI nt Co ntY. ieeeac (PrtCCr)wxnnetM w «bact wrq BEo1rvUrv0oa1 al5/e^cappea i«n roe rauna ror tM noMwet coma ar Ue auepct Ucct, ana oleo ex p ry arsozo� c eo.3� twl w a s/awppee Iron roe mina: �amwMwc the RGe to wylle .0—, betne ae�ear neoraM int v' e uine2ui5a P Ucal ,xEx Eexryar3w 33( E�31 ,sell m tue POEM 01-1 xonenn1h,—j.ii 1.1 ccmam g a05o301N w— feelaer DaRI,E^ me _ 1 eM,on. ,n a,.apana, .xry R. "mile '— c„rv, �wa . RRDxx. w PE5 rv0 s,sg P RRo E;zERO 9H0 SURJEO �nn� mmmPrv�e.eNulw 4rve name la Ue roan om wnaaemewa ,aemn npreaaea ana in Ue cow tMrnn xatw. GEMEM MENDED FINAL PLAT WOODLAKE VILLAGE LOT 1R-3R1, BLOCK C BEING 2.411 ACRES / 105,031 SF IN THE F. DE LA PINA SURVEY, ABSTRACT NO.688 CITY OF WYLIE, COLLIN COUNTY, TEXAS 0211312024 Item P. %A1 f'N CITY OF WYLI E Department: Prepared By Planning Jasen Haskins Wylie City Council AGENDA REPORT Account Code: isider, and act upon, a Final Plat of Lot I IR, Block C of Regency Business Park Phase 3, amending one light industrial 1.275 acres, located at 2772 Capital Street. to approve the Item as presented. WNER: Shaminder Sekhon APPLICANT: Roome Land Surveying 'he applicant has submitted a Final Plat to amend Lot 11R, Block C of Regency Business Park. The property is located at 772 Capital Street and is zoned Light Industrial (LI). purpose of the Final Plat is to dedicate fire lane, access and utility easements for the development of a truck parking ness. The site plan was approved by the P&Z Commission on January 16, 2024. plat is dedicating a 30' fire lane easement with access from Capital Street and maneuverability for vehicles to exit the plat is technically correct and abides by all aspects of the City of Wylie Subdivision Regulations. Approval is subject to itions and alterations as required by the City Engineering Department. City Council must provide a written statement of the reasons for conditional approval or disapproval to the applicant in rdance with Article 212, Section 212.0091 of the Texas Local Government Code. Commission voted 5-0 to recommend approval. F 96 02/13/2024 Item P. LEGEND P.R.M = I. DEB ADS co. DOU. TEAS D.R.C.CT. = DEB RECORDS COWN COUNTY FBI W = WIAME PC PA!£ CM = CON11gWNG MONUMENT PD.IRS = /2' FELLOW WME" CAPPED IRON ROD SET CPDIRF = CAPPED IRON ROD FOUND 1.= FARM ROD FOUND ESM7 = EACEENT NOTICE: SEWNG A PORTION OF THIS ADDI1ION BY METES AND BOUNDS IS A VTO 011 OF Cltt ORDINANCE AND STATE LAW AND 5 SUBJECT TO FINES AND MTIHHOLDING CF MATES AND BUIIDING PERMRS. NOTES: 1) Beoringe Bose Regency BUsi s Park. PM1ax Three a Omen in Volume 2009, Po9e 3 ,fe the Collin County Map s Rec0 2) N at fM1 object p operty Re wlHhin o Spi,i,w n- 0 port a sd bE 100-year f^90d pea Map No. m ea in .ii, 0-I Juaf the F A Flootl O Rate Maps for unty, texas Ond corpomtetl Neas OOtetl June 2. 2009 (Zone %); CCmmitmenl and may be subject t0 any antl OR eosements Of re san, 1.TI— I R WBICFga9 an. R I / DzsaTPngev Berk I \ PRC11 CPT3 ______________ P -- wT — rs uWM�mx wl. sane, Po.evnc-_ _-_-_ / — — — _ - L/ i 'Mm.W � I \ Capital Street P _ 1 --— N89°IS10'E 150.90 NNl � R I / �\ wp.Im g - �- Pa a P.R-.c . Rase now / / } �4 LOT 11R, BLOCK C G 1.275 ACRES FU,iA BusineasParty Zb= Pit \s 1\ P.R.G.G.T. I } j� Ci4 /� S\ R PR.CO.T. �^ re Plpm u — $ P.R.C.CT. mR 7 8 —— — — — — — — — — — — — — — — PCf6 I I oR.c c.T. I I I --- - - - - --- -- . �raa�n>E�.rza� n 9WNFR•S OFmfeTIOx a coueTr1 Tor mwx $ NOW THEREFORE NNOW ALL MEN BY THESE PRESENTS: ot, Se . Cams LLC and 5 omind<r Sekhon, owners, di, M1<reby adopt tM1ls plot designating the ha<in above described DroDerty as Replat of Regency Business Park. Phase Three Lot IN, Blod C, on addition to the City of Wylie, Texas, an does hereby dedicate, in maMsb if axppmvad by the City Council of the Cin of Wylie. In addition, utility et —me purbusingim rt-il 11 m< W- thmmt — tix to paUley tloi,, bBing sbrdate to thi a ls s and City if Wliex there The Cit of W ie and ublic utilities entities sM1 ave the n hl to re ve eM kx 9 P r_dgrowMs which meY in any wpyull�dangercor •intertet—sres with oUstr mCon mp ntenence, or fficienq of IM1eir respective rystema in mid easements. Th. C�tyn of oWylie and public ULLty sysleme Ail the nxessity M any 8me pr INTNEss MY HAND, this thi _ nay of -- St—Coma LLC (Owner) N—a r Sekhon (President) Sh—inaa Sekhon (Owns) STATE Of TEXAS $ COUNTY OF GOWN $ Before me, th. II-OigneI authority, a Notary Public in antl for soitl County and State, on min nay personaly app<arm Nannaer s<kbon, known w me t0 b< m< persona who« nam« are s— bed to tM1e foregoing Instrument and acknowletlge5 I. me that they eacM1 exaHid STATE Of TEXAS $ COUNTY OF COWN $ Before me, IM1 ry Public in ontl for soitl County antl State, on IM1Is tlay personally appeoeiedo5 om�inEef SekM1on, moan to me to be the Perms wM1ose name subscribed to the foregoing Mstmment and odnonledged to me that they mth eculedrthe same for me Durpox and c<naideratlone therein expressed. Given under my M1aad ontl seal of of-, thl- - - y f 2023. thi St.h, f Tercasa ar CM1Oirman, Planning & Zoning Commission Date City of Wylie, Texas APPROVED FOR C ----- — Mt,, City of Wyie, Tema Date ACGEEM ya, City Hf Wy1M, Texos Cote The un a City Secretory of the City of Wylie, Texos, h rrig R�lI of Regency BUsinas Pan. Ph— Lot 11R, Blo k sub C. O diibn < fow addition 10 the City Of Wylie Waa subm— I. thi, ee City Coun<It on the _„ nay of 2023, antl th. C.—ii, by formal action, tM1en and cceDtetl tM1e shown ana akaN<n of streets, aR<n, pans, abdp lorea ana vent r ana �a<ner tin« as set forth in a d UPon s<aa<mmaid Plat ana aaidpCoa 1 further authorised the Maror to note the—.Dtanca thre0f by signing lit. name as M1erein cbove subacnbed. OWNER'S CFRTI siwohEW nR U< S- of s, -ty of ColtlI,r cnrbor b, being pan of mosacbse Survey. Ahstr�M 835. bemgx all of Lot 11, Block C Of R<gelncy Business F-, Ph— Th— as metl in me I009. Page 3 of thi PI Records of Collin County, Texos pith said pre i— beng mo< ph—larly d<xnbea Ti, foll0ws:a BECiNNING at O RO capped iron rod set a I right-of-way In of Capital Street. ning the -th. at comer of Lot 12R, 810ck C of Regency EUsi— Park, Ph— Three as ecorded in Volume 2023, Page 580 of the Plat Records of Collin County, Texas The non1— comer of Lot 11 and the herein dexrAed premises: THENCE with the nest line of Lot 12R and the Boni line of Lot 11. South 00'4440' East, 370,19 feel to a 11 nail found in concrete in m< north line of o called 5.28 acre Trocl 1, as bed under County Clerk's No. 201805150005-DO of the Deed Recods of Collin County. Texas, marm N.,t the thwest rner coCf Lot 12R, me south— ro er of Lot 11 a premis..afrom wh soua "Griffith 4846° ca d iron rod found bears North 8915'40�dEaata 150.00 feel king me soufheaM comer of Lot 2R: THENCE with the n soitl 5.28 ocre Tract I I South 8915'46' West ISo.00 meet to a Roome ca r of Lo 10, Block C of soitl Regenry Business Pork„ PM1ox Three s mehe2a09�oPoge 3 oft IM1e Plot Records of Collin County, Ti, thi, southwest corner of Lot 11 antl x p rses, 3I0.11 feel towo Roome-pi Iran and set ml thi, ..thueighf--of`woy Pnee ofOCopitat Stref, morking the nprm<xt comer oT Lot 10, Ihb nosh— corner Of Lol 11 and said prt.ixs; THENCE wND the xUth right-of-woy line of Capital S-t cad Me north line if 1.0 11, North B9'15'20" East 150OU feel w the plan of beginning antl containing 55,525 square feel or 12]5 acres if Iona. STATE OF TEAS $ COUNTY OF CCLLIN $ with the Sutaiviaion A,IiIiions of the City of Wylie, Texan. Doted this doy Of - - - - - , 2023.MI�EE.EI.R'�R NOTFORRECORDINGJr. Regi—k ProfnsionaI Lantl STATE OF TEAS $ COUNTY OF COWN $ BEFORE ME, me anmrs ally appal F. s bscribetl IO same tar me Duryose t GIVEN UNDER MY HAND Replat Regency Business Park, Phase Three Lot IIR, Block C 55,525Square Feet/1w275Acres I Commercial Lot William Sachse Survey, Abstract 839 City of Wylie, Collin County Texas December 2023 Re✓xd. .�m.aa zoz323 ,a��� �rwnm<aym "" � w�m�a«an M� wwx Tea ( l M�ys� zthN M Mrwrewdz eonrao M ozmy�w F397] 0211312024 Item 1. IAI fN CITY OF WYLIE Department Prepared By: City Secretary Stephanie Storm Wylie City Council AGENDA REPORT Account Code: , and act upon, Resolution No. 2024-10(R) establishing a public newspaper of general circulation to be the "Official ,er" for the Citv of Wvlie. to approve, Resolution No. 2024-1 the as the "Official Newspaper" of the Citv of are two requirements that must be met for a newspaper to meet the statutory requirements as a newspaper of general a) Designating Official Newspaper. The publication must be a newspaper as defined by §2051.044(a), Government Code. ,he section defines the term newspaper as: (1) devote not less than 25 percent of its total column lineage to general interest items; (2) be published at least once each week; (3) be entered as second-class postal matter in the county where published; and (4) have been published regularly and continuously for at least 12 months before the governmental entity or representative publishes notice. ) Publication of Notice in Newspaper. Where a law, which requires or authorizes the publication of a notice in a newspaper 7 a municipality, and does not specify the manner of the publication, including the number of times that the notice is required be published and the period during which the notice is required to be published, the above requirements pertain; lditionally, a municipality shall publish notices in a newspaper that is published in the municipality, and which meets the )ove requirements and will publish the notice at or below the legal rate. If no newspaper published in the municipality meets ese requirements, then the municipality shall publish the notice in a newspaper that is published in the county in which the unicipality is located and will charge the legal rate or a lower rate. GC §2051.048. .ication rates for the Dallas Morning News have not changed from 2019 and are $5.55/per line for $3,000/yr., $2.70/per for $10,000/yr., and $5.55/per line with contract ($3,000/yr.). Wylie News Legal Notices increased from $3.82 to $4.25 per line and Display Rates increased from $17.00 to $18.00 column inch. City of Wylie Home Rule Charter additionally states in Article X1, Section 2; The City Council shall declare an official spaper of general circulation in the city. All captions of ordinances, notices and other matters required to be published by charter, by city ordinances, or by the constitution and laws of the State of Texas, shall be published in the official Wvlie News and Dallas Morning News meet the criteria for the official publication as provided by the statute. F398] 0211312024 Item 1. RESOLUTION NO.2024-10(R) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, ESTABLISHING A PUBLIC NEWSPAPER OF GENERAL CIRCULATION TO BE THE OFFICIAL NEWSPAPER FOR THE CITY OF WYLIE. WHEREAS, Section 52.004, Local Government Code, requires the City Council of the City of Wylie, Texas ("City Council") to determine, by ordinance or resolution, a public newspaper to be the official newspaper for the City of Wylie, Texas ("Wylie"); and and: WHEREAS, the City Council finds that the is a public newspaper of general circulation (1) devote not less than 25 percent of its total column lineage to general interest items; (2) be published at least once each week; (3) be entered as second-class postal matter in the county where published; and (4) have been published regularly and continuously for at least 12 months before the governmental entity or representative publishes notice. WHEREAS, the City Council finds that the is a publication that meets all of the criteria legally required of an officially designated newspaper for the City of Wylie; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: (1) The is designated as the official newspaper for the City of Wylie for the calendar year 2024, commencing January 1, 2024. (2) This Resolution is effective immediately upon passage. DULY PASSED AND APPROVED by the City Council of the City of Wylie, Texas, on this 13th day of February 2024. Matthew Porter, Mayor ATTEST: Stephanie Storm, City Secretary Resolution No. 2024-10(R) Establishing Official Newspaper 2024 Page 1 of 1 F399] 0211312024 Item 1. PUBLICATION COST SUMMARY January 2024 DALLAS MORNING NEWS Legal Notices (Ordinance Captions, Public Hearings P&Z) Full Dallas Morning News Open Full Dallas Morning News ($3,000/yr) Full Dallas Morning News ($10,000/yr) Classified Rates (Election Notices) Full DMN only With Contract ($3,000/yr.) Display Rates (Budget/Tax Notices) Open THE WYLIE NEWS Legal Notices (Ordinance Captions, Public Hearings P&Z) Rate Display Rates (Election/Budget/Tax Notices) CIRCULATION WITHIN THE CITY Dallas Morning News (for zip code 75098) $14.00 per line/$35 liner-$45 display online $5.55 per line/$35 liner-$45 display online $2.70 per line/$35 liner-$45 display online $14.00 per line/$35 liner-$45 display online $5.55 per line/$35 liner-$45 display online $3,500.00* (1/4 page -Mon, Tues, Wed) $4,000.00* (1/4 page -Sunday) $4.25 per line (display online included) $18.00 per column inch (includes both print and digital e-edition) 2,782 (Mon/Sat paper) 4,258 (Avg. Circulation Sunday) All legal notices also publish online at dallasnews.com and mypublicnotices.com with nine million unique visitors to dallasnews.com each month The Wylie News (Wylie) 5,923 (The Wylie News) Includes circulation in Collin, Dallas and Rockwall counties The Wylie News - Notices are published in the 12,402 (Wylie/Sachse/Murphy) Murphy/Sachse/Wylie editions Public notices are also included in C&S Media Publications digital platforms which average over 563,000 visitors per month. All public notices are also included on texaspress.com and can be accessed by anyone. F400] 02113120=It,, =WS1. IAI CITY OF WYLIE Department: Prepared By: Wylie City Council AGENDA REPORT Engineering Account Code: Tim Porter regarding the Capital Improvement Program (CIP) Project Status and 5-Year Plan. City Council on the Capital Improvement Program and proposed 5-year CIP Plan. F 01 lAl ENGINEEPIN CITY OF CIP Proj'oizct S February 13, 2024 i 3�4 xaa� tYtb { R, gq w y��OP�{ ir'v yiT 1 402 0211312024 Item WS1. Responsibilities: • Manage Capital Improvement Program. • Compliance review of development and private projects. • Respond to citizen inquiries. • Review flood and traffic studies. • Daily inspection of capital and private development projects. • Process and review right-of-way permits for private development, utility and franchise utility projects. F 03 0211312024 Item WS1. RECENTLY COMPLETED CAPITAL PROJECTS Capital Projects Completed: • Backup Pump Station Generators • Downtown Traffic Impact Analysis (TIA) • Downtown Drainage Study • HSIP Intersection Improvements • Rowlett Creek Site 4 Auxiliary Spillway Repair • Wylie Fire Station #4 CURRENT CAPITAL PROJECTS City Capital Projects in design or construction: • Eubanks Ln (SH 78 To NTMWD Driveway) • E FM 544 (Alfred To County Line) • McMillen Rd (McCreary To Country Club) • Park Blvd (Country Club To FM 2514) • Various Signal Projects (3) • Ballard Water Tower • Dogwood Waterline Replacement • Downtown Traffic And Drainage Improvements 0211312024 Item WS1. CURRENT CAPITAL PROJECTS 1 0211312024 / Eubanks Lane (Hwy 78 to NTM W D Driveway) Description: Expanding existing two-lane road to a four -lane concrete road. Total Cost: $5,280,000 • Engineering / ROW: $580,000 • Construction: $4,700,000 Funding: • East/West Thoroughfare Impact Fees • North Texas Municipal Water District Status: • Franchise utility relocations underway • RR construction anticipated Summer 2024 Timeline: Anticipated completion - Spring 2025 CURRENT CAPITAL PROJECTS E FM 544 (Alfred to County Line) I 0211312024 Item WS1. Description: • Expanding existing two-lane road to a median divided four -lane concrete road. • Construct a roundabout at County Line Rd. • New signal at Alanis. Total Cost: $16,040,000 • Engineering / ROW: $1,320,000 • Construction: $14,720,000 Fundine: 2005 Bond Program, County ILA, Gen Fund Status: • Design 100% Complete • ILA with EF SUD • Construction beginning Feb. 2024 Timeline: Anticipated completion - Fall 2025 CURRENT CAPITAL PROJECTS McMillen Road (McCreary to Country Club) 0211312024 Item WS1. Description: • Expanding existing two-lane road to a median divided four -lane concrete road. • Includes sidewalk and signal improvements. Total Cost: $23,560,000 • Engineering / ROW: $2,110,000 • Construction: $21,450,000 Fundine: • 2021 Bond Program, County ILA Status: • Construction began Dec. 2023 • Franchise utility relocations underway • Underground utility construction ongoing Timeline: Anticipated completion - Winter 2025 CURRENT CAPITAL PROJECTS Park Blvd (Country Club to Parker Road) 0211312024 Item WS1. Description: • Expanding existing two-lane road to a median divided four -lane concrete road. • Includes walking trail and street lights. Total Cost: $13,880,000 • Engineering / ROW: $2,500,000 • Construction Estimate: $11,380,000 Fundine: • 2021 Bond Program, County ILA Status: • Design 90% Complete • Franchise utility and ROW coordination ongoing • Anticipated construction - Summer 2024 Timeline: Anticipated completion - Spring 2025 CURRENT CAPITAL PROJECTS 0 Ballard Water Tower (Ballard and Alanis) MEMEr— .� A. ti 00, 4.:�c oil Description: • Replacing the existing 250,000 gallon tank • 1.5 million gallon water storage tank Total Cost: $8,770,000 • Engineering / ROW: $550,000 • Construction: $8,220,000 Funding: • Water Impact Fees • 2017 Tax and Revenue Certificate of Obligation Status: • Pedestal and bowl construction complete • Painting underway Timeline: Anticipated completion - Fall 2024 CURRENT CAPITAL PROJECTS 1 0211312024 / Dogwood Drive Waterline (Stone Rd to Butler Circle) Description: • Replacing approx. 3,000 LF of existing 6" waterline with an 8" waterline • All existing water services will be replaced from the main to the meters • Analyze drainage at cul-de-sac area. :)tat Cost: $1,440,000 • Engineering: $90,000 • Construction Estimate: $1,350,000 Funding: • Utility Fund Status: • Design 30% complete Timeline: Anticipated completion - Spring 2025 CURRENT CAPITAL PROJECTS 1 0211312024 / Downtown Traffic and Drainage Improvements Description: • New one-way configuration. • Construction of Birmingham extension. • New Signals at Hwy 78 and Brown. • Drainage improvements. Fotal Cost: $4,630,000 (Phase 1) IM• Engineering: $1,370,000 • Construction Estimate: $3,260,000 =Uta din : 021 Bond Funds : • Design services underway. • Stakeholder meetings. Fimeline: Anticipated Construction Start - Early 2025 5-YEAR PLAN: STREETS Project FY2025 FY2026 FY2027 FUNDED/Pil 02113120241tem WS1. UNFUNDED FY2028 FY2029 5 YR TOTAL MWEETS TOTALS EUBANKS LANE $439,083 $0 $0 $0 $0 $439,083 E FM 544 (STONE RD PH 3) $4,472,831 $0 $0 $0 $0 $4,472,831 McMILLEN DRIVE $7,000,000 $2,600,000 $0 $0 $0 $9,600,000 PARK BOULEVARD $4,000,000 $1,800,000 $0 $0 $0 $5,800,000 KREYMER LANE (SH 78 TO TROY RD) $1,000,000 $6,500,000 $6,000,000 $0 $0 $13,500,000 EUBANKS LN (E BROWN ST TO HWY 78) $0 $500,000 $3,000,000 $2,500,000 $0 $6,000,000 ELM DR (BALLARD RD TO WATKINS ELEM) $0 $0 $300,000 $2,700,000 $0 $3,000,000 ALANIS DR (SH 78 TO S BALLARD AVE) $0 $0 $1,000,000 $5,000,000 $4,000,000 $10,000,000 HENSLEY LANE (WOODBRIDGE PKWY TO SANDEN) $0 $0 $0 $400,000 $3,000,000 $3,400,000 F413] 5-YEAR PLAN: UTILITY Project FY2025 FY2026 FY2027 FY2028 0211312024 Item WS1. FY2029 5 YR TOTAL • '► 1 111 '► 11 '► 111 '► 1 111 '► 1 111 '► • 11 BALLARD ELEVATED STORAGE TANK $1,000,000 $0 $0 $1,000,000 I[DOGWOOD DRIVE WATERLINE $1,000,000 $350,000 $0 $1,350,000 REPLACEMENT HILLTOP WATERLINE REPLACEMENT $150,000 $350,000 $1,000,000 $0 $1,500,000 SH 78 DISTRIBUTION LINE NO. 2 (E $0 $573,400 $0 $0 $0 $573,400 BROWN TO EUBANKS) COTTON BELT AVE WATERLINE $0 $0 $133,000 $0 $0 $133,000 REPLACEMENT SH 78 & SPRING CREEK PKWY LOOP $0 $0 $250,000 $750,000 $1,000,000 v ` ! • = '► 1 111 '► :11 111 '► 11 111 '► 11 111 '► • 1 111 '► :11 111 RUSH CREEK LIFT STATION $700,000 $4,300,000 $2,000,000 $0 0 $7,000,000 EXPANSION RUSH CREEK TRUNK SEWER $0 $0 $0 $200,000 $1,600,000 $1,800,000 REPLACEMENT WASTEWATER TREATMENT PLANT $750,000 $1,500,000 $1,200,000 $1,200,000 $1,350,000 $6,000,000 DECOMMISSIONING & DEMO u 5-YEAR PLAN: SIGNALS / LIGHTING / OTHEPI 0211312024 / Project FY2025 FY2026 FY2027 FY2028 FY2029 5 YR TOTAL • '� • '� 11 111 '� 11 111 '� 11 111 'p 11 111 s • 7WOODBRIDGE / HENSLEY SIGNAL $838,267 $0 $0 $0 $0 $838,267 / HENSLEY SIGNAL $635,000 $0 $0 $0 $0 $635,000 SACHSE ROAD AT CREEK $740,000 $0 $0 $0 $0 $740,000 CROSSING SIGNAL KIRBY STREET AT BIRMINGHAM $0 $100,000 $700,000 $0 $0 $800,000 STREET SIGNAL STREET LIGHTING (VARIOUS $0 $200,000 $500,000 $500,000 $200,000 $1,400,000 LOCATIONS) • • ' '• 1 HISTORIC DOWNTOWN TRAFFIC & $3,630,120 $2,000,000 $5,000,000 $887,580 V$wl $11,517,700 DRAINAGE IMPROVEMENTS IMPACT FEE STUDY $0 $0 $0 $0 $250,000 $250,000 F415] 0211312024 Item WS1. CURRENT AND FUTURE PROJECTS BY OTHERS PARTNER AGENCIES: • TxDOT • Collin County • Dallas County • North Texas Municipal Water District (NTMWD) PARTNER AGENCY PPOJF CTS Project 0211312024 Item WS1. FY2025 FY2026 FY2027 FY2028 FY2029 5 YR TOTAL i6"A& � IM DALLAS COUNTY - PLEASANT VALLEY $400,000 $0 $2,000,000 $2,000,000 $2,000,000 A $6,400,000 RD (DALLAS CO LIMITS TO CITY LIMITS) DALLAS COUNTY - SACHSE RD $1,500,000 $3,000,000 $0 $0 $0 $4,500,000 (COUNTRY CLUB DR TO DALLAS CO LINE) TxDOT - FM 544 at Country Club Intersection: Status: Construction in progress. Waiting on RR upgrades. Est. Completion - Late 2024 TxDOT - FM 2514 Improvements (Country Club to E Brown St): Status: Bid project - Summer 2024 Est. Completion - Winter 2026 Collin County - Park Blvd Extension (FM 2514 to SH 78): Status: Bid project early Summer 2024 Est. Completion - Fall 2026. NTMWD - Muddy Creek WWTP Expansion: Status: Phase 1 in design. Est. Completion - 2027 Im r IN e ty p .- ma 61111 ss" Thank You,