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2017-05-30 10:00AM REGULAR MEETING
BRAZOS COUNTY BRYAN,TEXAS FILED FOE RECORD z DAT E �S--a-C91-7 c KAREN M` 0" EE 'J BI - NOTICE OF MEETING AND AGENDA BRAZOS COUNTY COMMISSIONERS COURT THE COMMISSIONERS COURT OF BRAZOS COUNTY WILL MEET IN REGULAR SESSION ON MAY 30, 2017 AT 10:00 AM IN THE COMMISSIONERS COURTROOM OF THE COUNTY ADMINISTRATION BUILDING, 200 SOUTH TEXAS AVE., SUITE 106, BRYAN, TX 77803 Invocation and Pledge of Allegiance - U.S. and Texas Flag - Chaplain G.H. Jones and Judge Peters Call for Citizen input and/or concerns Consider and take action on agenda items 3-17: 3. Resolution 17-009 designating the location for the execution of delinquent ad valorem tax sales and the sale of real property under a power of sale conferred by deed of trust or other contract lien. 4. Request from the Information Technology Department for out-of-state travel for Billy Melzow and Charley Gilmore to attend the Microsoft Ignite Conference in Orlando, Florida, September 24 - 29, 2017, 5. Amendment of the Travel Reimbursement Policy to include confidential travel provisions for Law Enforcement, effective immediately. 6. Appointment of Eric Caldwell and Caleb Coppinger to the BVWACS Operating Board to replace Michele Meade. 7. Request from Justice of the Peace Pct. 3 for an additional $100.00 change drawer. 8. Discuss and take possible action on a contract with Glen E. McKenzie, Jr., LLC to conduct a Prison Rape Elimination Act (PREA) audit for the Juvenile Services Department during fiscal year 2017. 9. Change order to purchase order #17001007 to Patterson Architects in the amount of $40,825. 10. Approval to apply for an increase in the Diner's Club credit card limit from $1,000 to $5,000 for the card that is under the name of W. James Stewart. 11. Acceptance of Special Warranty Deed from Robert Darrell Thomas and Jewell Dean Thomas for 0.088 acre of land to be used for improvements to Stousland Road located in Precinct 1. 12. Consider and take action on the CEO Communications utility permits to install 4 — aerial crossings in the Saddle Creek Subdivision for the installation of a fiber optic communication cable for the Saddle Creek and Duck Haven Subdivisions. Cable will provide intemet service to the residents of these subdivisions. All crossings will maintain a minimum clearance of 18 feet above the roadway surface. Sites are located in Precinct 1. 13. Consider and take action on the CEO Communications utility permits to conduct 10 - 80' bores under roadways in the Saddle Creek Subdivision for the installation of a fiber optic communication cable for the Saddle Creek and Duck Haven Subdivisions. Cable will provide intemet service to the residents of these subdivisions. All crossings will maintain a 36 inch minimum depth under the bottom of the ditches. Sites are located in Precinct 1. 14. Tax Refund Applications for the following: • a. Berkeley Research Group LLC % Tax Department - Overpayment $30.29 • b. John & Tura King - Overpayment $22.51 • c. Bradley & GonazApgar -Overpayment $6.44 • d. Travina Tidrow - Overpayment $23.13 15. Budget Amendments. Budget Amendments FY 16/17 35.1 - 35.9 16. Personnel Change of Status. Personnel Action Forms 17. Payment of Claims. 18. Acknowledgement of Candace L. Williams as a non -paid Reserve Deputy Constable for Constable Pct. 4. 19. Acknowledgement of the Brazos County Emergency Services District No. 1 Independent Auditors' Report and Financial Statements for the year ended September 30, 2016. 20. Acknowledgement of the Brazos County Emergency Services District No. 3 Independent Auditors' Report and Financial Statements for the year ended September 30, 2016. 21. Sheriff's report on inmate population. 22. Announcement of interest items and possible future agenda topics. 23. Call for Citizen input and/or concerns 24. Adjourn. PUBIJC COMMENTS Public Comment during the Commission Meeting may be for all matters, both on and off the agenda, and be limited to four minutes per person. Persons are invited to submit comments in writing on the agenda items and/or attend and make comment at the Commission meeting. Members of the public are reminded that the Brazos County Commissioners Court is a Constitutional Court, with both judicial and legislative powers, created under Article V, Section 1 and Section 18 of the Texas Constitution. As a Constitutional Court, the Brazos County Commissioners Court also possesses the power to Issue a Contempt of Court Citation under Section 81.024 of the Texas Local Government Code. Accordingly, members of the public in attendance at any Regular, Special and/or Emergency meeting of the Court shall conduct themselves with proper respect and decorum in speaking to, and/or addressing the Court; in participating in public discussions before the Court; and in all actions in the presence of the Court. Those members of the public who are inappropriately attired and/or who do not conduct themselves in an orderly and appropriate manner will be ordered to leave the meeting. Refusal to abide by the Court's Order andior continued disruption of the meeting may result in a Contempt of Court Citation. R is not the intention of the Brazos County Commissioners Court to provide a public forum for the demeaning of any individual or group. Neither is it the Intention of the Court to allow a member (or members) of the public to insult the honesty andior integrity of the Court, as a body, or any member or members of the Court, or County employees, individually or collectively. Accordingly, profane, insulting or threatening language directed toward the Court and/or any person in the Court's presence and/or racial, ethnic or gender slurs or epithets will not be tolerated. Violation of these rules may result in the following sanctions: I. cancellation of a speakers time; 2. removal from the Commissioners Court; 3. a Contempt Citation; and/or 4, such other and/or criminal sanctions as may be authorized under the Constitution, Statutes and Codes of the State of Texas. The County Commissioners Court can deliberate or take action only if a matter has been listed on an agenda properly posted prior to the meeting. During the public comment period, speakers may address matters not listed on the published agenda. The Open Meeting Law does not expressly prohibit responses to public comments by the Commissioners Court. i-lowever, responses from the County Judge or Commissioners to unlisted public comment topics could become deliberation on a matter without notice to the public. To ensure the public has notice of all matters the Commissioners Court will consider, the County Judge and/or Commissioners may choose not to respond to public comments, except to correct factual inaccuracies, recite existing policy in response to an inquiry or to ask that a matter be listed on a future agenda. See Texas Open Meetings Act Section 551.042, INVOCATION Any invocation that may be offered before the official start of the Court meeting shall be to and for the benefit of the Court. The views or beliefs expressed by the invocation speaker have not been previously reviewed or approved by the Court and do not necessarily represent the religious beliefs or views of the Court In part or as a whole. No member of the community is required to attend or participate in the invocation and such decision will have no impact on their right to actively participate in the business of the Court. The Commissioners Courtroom of the County Administration Building, 200 South Texas Ave., Suite 106, Bryan, TX77803 is wheelchair accessible. Handicap parking spaces are available. Any request for sign interpretive services must be made two working days before the meeting. To make arrangements, please call (979) 361-4102, MINUTES MAY 30, 2017 BRAZOS COUNTY COMMISSIONERS COURT REGULAR MEETING A regular meeting of the Commissioners' Court of Brazos County, Texas was held in the Brazos County Commissioners Courtroom in the Administration Building, 200 South Texas Avenue, in Bryan, Brazos County, Texas, beginning at 10:00 a.m. on Tuesday, May 30, 2017 with the following members of the Court present: Duane Peters, County Judge, Presiding; Steve Aldrich, Commissioner of Precinct 1; Sammy Catalena, Commissioner of Precinct 2; Nancy Berry, Commissioner of Precinct 3; Irma Cauley, Commissioner of Precinct 4; Karen McQueen, County Clerk. The attached sheets contain the names of the citizens and officials that were in attendance. 1. Invocation and Pledge of Allegiance - U.S. and Texas Flag - Chaplain G.H. Jones and Judge Peters 2. Call for Citizen input and/or concerns There was no citizen's input. Consider and take action on agenda items 3-17: 3. Resolution 17-009 designating the location for the execution of delinquent ad valorem tax sales and the sale of real property under a power of sale conferred by deed of trust Vol. � p9 L<i or other contract lien. Judge Peters stated that the July sale will fall on July 4, 2017 and the Brazos County Administration Building will be closed in observance of Independence Day. He said the resolution will account for the days when the Courthouse is closed. A copy of the resolution is attached. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Irma Cauley. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 4. Request from the Information Technology Department for out-of-state travel for Billy Melzow and Charley Gilmore to attend the Microsoft Ignite Conference in Orlando, Florida, September 24 - 29, 2017. Motion: Approve, Moved by Commissioner Irma Cauley, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 5. Amendment of the Travel Reimbursement Policy to include confidential travel provisions for Law Enforcement, effective immediately. A copy of the amended policy is attached. Motion: Approve, Moved by Commissioner Steve Aldrich, Seconded by Commissioner Irma Cauley. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 6. Appointment of Eric Caldwell and Caleb Coppinger to the BVWACS Operating Board to replace Michele Meade. Motion: Approve, Moved by Commissioner Steve Aldrich, Seconded by Commissioner Irma Cauley. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 7. Request from Justice of the Peace Pct. 3 for an additional $100.00 change drawer. Motion: Approve, Moved by Commissioner Irma Cauley, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. Discuss and take possible action on a contract with Glen E. McKenzie, Jr., LLC to conduct a Prison Rape Elimination Act (PREA) audit for the Juvenile Services Department during fiscal year 2017. A copy of the contract is attached. Motion: Approve, Moved by Commissioner Irma Cauley, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 9. Change order to purchase order #17001007 to Patterson Architects in the amount of $40,825. A copy of the change order is attached. Motion: Approve, Moved by Commissioner Sammy Catalena, Seconded by Commissioner Steve Aldrich. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 10. Approval to apply for an increase in the Diner's Club credit card limit from $1,000 to $5,000 for the card that is under the name of W. James Stewart. Motion: Approve, Moved by Commissioner Sammy Catalena, Seconded by Commissioner Steve Aldrich. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 11. Acceptance of Special Warranty Deed from Robert Darrell Thomas and Jewell Dean Thomas for 0.088 acre of land to be used for improvements to Stousland Road located in Precinct 1. Motion: Approve, Moved by Commissioner Steve Aldrich, Seconded by Commissioner Irma Cauley. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 12. Consider and take action on the CEO Communications utility permits to install 4 — aerial crossings in the Saddle Creek Subdivision for the installation of a fiber optic communication cable for the Saddle Creek and Duck Haven Subdivisions. Cable will provide internet service to the residents of these subdivisions. All crossings will maintain a minimum clearance of 18 feet above the roadway surface. Sites are located in Precinct 1. Motion: Approve, Moved by Commissioner Steve Aldrich, Seconded by Commissioner Irma Cauley. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 13. Consider and take action on the CEO Communications utility permits to conduct 10 - 80' bores under roadways in the Saddle Creek Subdivision for the installation of a fiber optic communication cable for the Saddle Creek and Duck Haven Subdivisions. Cable will provide internet service to the residents of these subdivisions. All crossings will maintain a 36 inch minimum depth under the bottom of the ditches. Sites are located in Precinct 1. Motion: Approve, Moved by Commissioner Steve Aldrich, Seconded by Commissioner Irma Cauley. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 14. Tax Refund Applications for the following: • a. Berkeley Research Group LLC % Tax Department- Overpayment $30.29 Vol. P9• �� • b. John & Tura King - Overpayment $22.51 • c. Bradley & Gonaz Apgar - Overpayment $6.44 • d. Travina Tidrow - Overpayment $23.13 Motion: Approve, Moved by Commissioner Irma Cauley, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 15. Budget Amendments. Budget Amendments FY 16/17 35.1 - 35.9 35.1 Reallocate funds for Juvenile Services. 35.2 Transfer funds from General Fund Contingency to Community Support. 35.3 Reallocate funds for Juvenile Services 35.4 Reallocate funds for Justice of the Peace, Precinct 2. 35.5 Reallocate funds for Sheriff's Office. 35.6 Reallocate funds for County Attorney. 35.7 Reallocate funds for County Drug Court Program. 35.8 Transfer funds from General Fund Contingency to Elections Administrator. 35.9 Transfer funds from Capital Improvement Fund and Non -Departmental to Brazos Center. Motion: Approve, Moved by Commissioner Nancy Berry, Seconded by Commissioner Irma Cauley. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 16. Personnel Change of Status. Personnel Action Forms A copy of the Personnel Change of Status requests is attached. Motion: Approve, Moved by Commissioner Irma Cauley, Seconded by Commissioner Nancy Berry. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 17. Payment of Claims. Claims 7155999-7156277 Motion: Approve, Moved by Commissioner Sammy Catalena, Seconded by Commissioner Irma Cauley. Passed. 5-0. Ayes: Aldrich, Berry, Catalena, Cauley, Peters. 18. Acknowledgement of Candace L. Williams as a non -paid Reserve Deputy Constable for Constable Pct. 4. The Court acknowledged Candace L. Williams as a non -paid Reserve Deputy Constable for Constable, Precinct 4. 19. Acknowledgement of the Brazos County Emergency Services District No. 1 I ndependent Auditors' Report and Financial Statements for the year ended September 30, 2016. The Court acknowledged receipt of the Brazos County Emergency Services District No. 1 Independent Auditors Report and Financial Statements for the year ended September 30, 2016. 20. Acknowledgement of the Brazos County Emergency Services District No. 3 Independent Auditors' Report and Financial Statements for the year ended September 30, 2016. The Court acknowledged receipt of the Brazos County Emergency Services District No. 3 Independent Auditor's Report and Financial Statements for the year ended September 30, 2016. 21. Sheriff's report on inmate population. Wayne Dicky, Jail Administrator stated there were 684 inmates in jail, 582 inmates are male and 102 are female, 58 have electronic monitors and 21 are pending for monitors. 22. Announcement of interest items and possible future agenda topics. Commissioner Catalena asked Bill Ballard to stand in recognition of his last day with Brazos County. Judge Peters and Commissioner Catalena thanked Mr. Ballard for his hard work and dedication to Brazos County. 23. Call for Citizen input and/or concerns There was no citizen's input. 24. Adjourn. vol. as3 Pg. 62, J7 ----- The foregoing minutes of the Commissioners Court meeting held May 30. 2017 have been examined and are approved in open Court this day of 2017, in Bryan, Brazos County, Texas. Duane Peters County Judge +i t� ammy C alena Comm' Toner, Precinct 2 Attest Karen M Queen County Clerk Steve Aldrich Commissioner, Precinct 1 l)`"y Nancy Berr Commissioner, Precinct 3 PQ 1 of Z BRAZOS COUNTY COMMISSIONER'S COURT ,:Z,U,DAY OF , 20� • M •• G V�Ir)DI Mco yl--�, Organization prurt7i C� --t 17 E01. oz 5'3 pg. BRAZOSCOUNTY COMMISSIONER'S COURT �O�DAY OF , AM/P- Name PLEASE PRINT) \ VVAJ17� e- 1 Kel0,-. L-rok- s Pe 2 -of 2 20/ `7 Organization (PLEASE PRINT) `�u Uri✓ ZL- Vol. _-p_9 Resolution WHEREAS it has come to the attention of the Brazos County Commissioner's Court that certain public sales of properties foreclosed upon for delinquent ad valorem taxes draw a large volume of potential purchasers; and WHEREAS based on prior resolution of this Court, such sales were required to be conducted on the first floor of the Brazos County District Courthouse (300 E. 26°i Street, Bryan, "Texas) in an area adjacent to the County Clerk's office; and WHEREAS based on current construction efforts at the Brazos County Courthouse, such location has eased to be available; and 1111I?RL'AS §34.019(r) oftheTEXAS TAX CODE and §51.002(h) of tluc TEXAS PROPFRTY CODE vest Commissioners' Court with the power to designate any location within the subject county for the execution of delinquent ad vtdurout tax sales and the sale of real property under a power of sale conferred by decd of trust or other contract lien; and NIIERrAS sales of real property under decd of trust or other contract lien have been held at file same location as fax sales. NOB; I'IIP,REMRE. RE IT RESOLI43D, that the atrium of the first Boor of the County Administration Building (200 South Texas Avenue, Bryan, Texas) be designated as the location at which sales conducted under the authority of §34.01 TEXAS TAX CODE and §51002 of -the TEXAS PROPERTY CODE be conducted. In the event the County Administration Building is closed on the day of a sale, the walkway at the front entrance of the County Administration Building is designated as fila alternate location for such sales. The posting ofany notice required by TEXAS PROPERTY CODE §51.002(b)(1) of a sale to take place at an area other than an arca oflhc wurlhnuse rmnuins of the courthouse dour of Brazos County. Additionally, pursmmt to'I'EXAS TAX CODE §34.019(h), and in the event of no timely publication of a tax sale, one of the notices of such tax sale filed by mil officer charged with tho sale must be placed at the door of the Brazos County Courthouse. BE IT FURTH ER RESOLVED that this Resolution be recorded in the real property records of Brazos County, Texas. DULL' PASSED AND ADOPTED this 301'day ofMay, 'r Bryan, Brazos County,'Pexas Duane Peters County.ludgu ConunissionarSteve Aldrich C mmtssio r Sammy Candene Precinct I Precinct 2 'Olin missinncr rnta anley Precinct 4 �> — Conu ssioncr Nmmy Berry Precinct 3 A77EST: (Caren McQueen County Clark Vol. 5�3 pg. 17-009 I J. LAW ENFORCEMENT TRAVEL The department head, prior to the occurrence of any expenditure, must approve all law enforcement travel, whether it is prepaid by the County or reimbursed after the fact. If planning can take place before there is a need for such travel, or if travel is a result of a defined need for "confidentiality" or the result of a defined "emergency", the department should try to secure permission from the Commissioners' Court for the use of credit cards in such cases. If credit cards are used then the County Credit Card Policy is to be followed. It is recognized that the need for law enforcement travel may occur on an emergency basis. The County Attorney, Sheriff, District Attorney, or the Director of Juvenile Probation is authorized to approve such travel and related expenses in the event of a need for confidentiality or emergency. The County Attorney, Sheriff, District Attorney or the Director of Juvenile Probation is required to notify the County Judge and the Auditor within 48 hours of the determination of a need for confidentiality or emergency. If there are no budget funds available, the County Judge's approval will be required before the expenditure can be incurred. EVOI-�=�J- =-Z-1- PREA AUDITOR CONSULTANT SEVICES AGREEMENT (PREA Audit of Brazos County Juvenile Services Department) `V\ This Contract Agreement is made and entered into as of the5D day of��tivl 2017 by and between Brazos County Juvenile Services Department, Texas (hereinafter referred to as Ag cy) and Glen E. McKenzie, Jr., LLC (hereinafter referred to as Auditor). WHEREAS the Agency is desirous of entering into a Contract Agreement with the Auditor for the purposes of providing PREA Auditing services as hereinafter described as (Agreement), and the Agency is willing to enter into such an Agreement. NOW THEREFORE, in consideration of the services to be provided by Auditor and the payments to be made by the Agency as hereinafter set forth, the parties hereto do mutually agree as follows: SECTION I: PREA AUDITING STANDARDS. The Agency and Auditor shall comply with the requirements set forth in the PREA auditing standards (28 C.F.R. §§115.401-05). SECTION II: AUDITOR a) Designated Auditor. The Auditor may employee or partner with other auditor or staff. However, there shall be one designated Auditor who shall be the responsible auditor for purposes of this Contract and PREA auditing standards. Glen E. McKenzie, Jr. will serve as the responsible auditor. During this audit, Glen E. McKenzie, Jr. will be the sole auditor. b) Auditor's Staff. In addition to the Auditor, the following individual(s) may be present during the on- site portion of the audit to assist the auditor: N/A. c) Auditor's Expenses. In addition the Auditor's fees set forth below, the Agency shall bear all reasonable fees and expenses of the (travel expenses) mileage, hotel and meal expenses, and any incidental expenses related to the completion of the on-site audit. Mileage will be reimbursed to the Auditor at the rate of $.55/mile. d) Auditor's Fees. The Agency shall pay Auditor's compensation of $3,500 for the services to be provided hereunder in accordance with the terms and conditions outlined. The Agency will make an initial minimum payment of $1,750.00 for pre -audit activities. The agency will make a subsequent payment of $1,750.00 for the on-site audit receipt of the interim audit report or the final audit report. Payment in the amount of $1,750.00 is due upon signing of this contract and is required before pre -audit activities may begin. The agency shall make any subsequent payment(s) for additional post -audit activities, such as return site visits, review of additional post -audit documentation not initially included in the pre -audit questionnaire and to verify implementation of subsequent corrective action(s), etc. at the rate of $95.00 per hour. Payment for subsequent services will be made within 15 days of receipt an invoice for services rendered. Reasonable and necessary travel expenses shall be reimbursable at cost. Auditor shall provide receipts for all expenses claimed with each invoice. Auditor shall submit invoices no more often than once every 7 days. The Agency will be responsible for all travel expenses related to return site visits. e) Prohibition on Additional Compensation. The Auditor shall not accept any compensation for the conduct of the audits not set forth in this contract. f) Ex Porte Communication. The Auditor shall be permitted to initiate and receive ex parte communications with the community stakeholders, the PREA Resource Center, the Department of Justice, inmates, detainees, and residents, and other interested parties. g) Auditor Responsibility and Authority. The Auditor shall have the responsibility and authority to independently observe, assess, review, and report on the Agency's implementation and compliance with the PREA National Standards. In order to accurately assess compliance at the facility, the Auditor shall: post notice of upcoming audit, communicate with community-based or victim advocates, review agency/facility questionnaire, conduct an on-site inspection; observe programs and activities; interview pertinent administrators, professional staff, correctional staff, and contractors; individually interview a sample of residents; review a sampling of videotapes from housing units; and conduct detailed reviews of inmate records and other pertinent documents and reports. The Auditor shall spend a sufficient amount of time at the facility in order to accurately assess day-to-day operations and conditions. The Auditor shall be responsible for independently verifying representations from the Agency regarding facility compliance. Auditor shall perform the services of the pre -audit review and post audit (with the exception of any return site visits) at his home office. h) Auditing Schedule. The Auditor shall provide the Agency with a negotiated tentative schedule of activities during any on-site visits at least ten days prior to arrival at the facility. i) Public Statements. Except as required or authorized by the PREA auditing standards; federal, state, or local law; judicial order; this Contract; or as permitted by the Agency, the Auditor shall not make any oral or written public statements — including, but not limited to, statements to the press, conference presentations, lectures, or articles — with regard to: the status of the Agency's compliance or noncompliance with the PREA Standards, or any act or omission of the Agency or its agents, representatives or employees. j) Testimony. Except as required or authorized by the terms of this Contract, or by permission of the Agency, the Auditor shall not testify in any litigation or proceeding with regard to the status of the Agency's compliance or noncompliance with the National Standards; or any act or omission of the Agency or its agents, representatives or employees, unless otherwise lawfully compelled to do so. If the Auditor is lawfully compelled to provide such information, the Auditor shall promptly notify the Agency. k) Conflict of Interest. The Auditor shall not accept employment or provide consulting services that would present a conflict of interest with his or her responsibilities under this Contract, with the PREA auditing standards, or with Auditor ethical guidance provided by the PREA Resource Center and the Department of Justice, including, but not limited to, being employed or retained by the Agency for purposes other than PREA auditing during the three-year period prior to the audit, or during the three- year period subsequent to the audit. Auditor Independence. Neither the Agency, nor any employee or agent of the Agency, shall have any supervisory authority over the Auditor' activities, reports, findings, or recommendation. The Auditor is and shall be an independent contractor. m) Termination of the Auditor. The Auditor shall not accept employment or provide consulting services that would present a conflict of interest with his or her responsibilities under this Contract, with the PREA auditing standards, or with audit or ethical guidance provided by the PREA Resource Center or the Department of Justice, including, but not limited to, being employed or retained by the Agency for purposes other than PREA auditing during the three-year period prior to the audit, or during the three- year period subsequent to the audit. The Auditor may be terminated if the Agency and the Department of Justice agree and upon good cause shown. Good cause shall include, among other things, any violation of the PREA Standards; or federal, state, or local law, which reasonably calls into question the Auditor's fitness to continue serving as the Auditor. n) Audit Report Delivery. The Auditor shall provide the interim or final audit report to the Agency head within 30 calendar days of the conclusion of the auditors on-site visit. If there are no standards requiring corrective action, the audit report shall be considered final. o) Corrective Action Process. As necessary, the Auditor will work with Dr. Doug Vance, Executive Director and Ms. Sandra Calzada, PREA Coordinator/Quality Assurance to review corrective action plan(s) and issue a final determination of compliance for each standard that requires necessary corrective action(s). If the audit report indicates that corrective action is required, the Auditor and the Agency shall work to promptly and jointly develop a corrective action plan toward achieving compliance with all standards. The corrective action plan shall contain a timeline for specific minimal remedial measures the Agency shall take to achieve compliance within a 180 -day corrective action period. The Agency shall deliver, and the Auditor shall review and comment upon, deliverables provided to the Auditor pursuant to the corrective action timeline. A subsequent on-site visit(s) may be necessary to verify implementation of any corrective action plan(s). Prior to the conclusion of the 180 -day corrective action period, the Auditor shall issue his final report. p) CONFIDENTILITY. All designs, drawings, information, and other data furnished to or obtained by Auditor in the course of the performance of Services hereunder shall be kept confidential and shall not be utilized or disclosed to any other person or organization other than as required for the proper performance of Services hereunder SECTION III: The Aaena a) Tentative Audit Timeline. The Parties tentatively agree that the initial on-site visit for the audit will occur during June 27-28, 2017. The Auditor shall provide the Agency with a tentative schedule of activities during any on-site visits at least ten (10) days prior to arrival at the facility being audited. The audit may be rescheduled by mutual agreement during which this contract will remain in effect. b) Maintenance of Documentation and Information. Any and all of the documentation (including electronic documentation) required by the National Standards shall be maintained and secured by the Agency. The Auditor are authorized to request, review, and retain all such documentation prior to, during, and after the on-site visit. The Agency shall ensure that the Auditor have access to the facility, documentation (including electronically -stored information), personnel, and residents, consistent with the auditing standards, until the issuance of the final report. The Agency shall bear the burden of demonstrating compliance with the PREA Standards and shall provide the Auditor with initial and additional uploaded documentation as requested by the Auditor. Should insufficient information be provided related to the facility pre -audit questionnaire, uploaded policies/procedures, etc., the Auditor will advise the Ms. Stafford and Ms. Lopez which may increase the number of Auditor billable hours. c) Auditor Access. The Agency shall ensure that the Auditor have access to the facility, documentation (including electronically -stored information), personnel, and residents, consistent with the auditing standards, until the issuance of the final report. d) Posting of Auditor Contact Information. The Agency shall ensure that the Auditor's contact information, together with a statement of confidentiality, shall be conspicuously displayed in all inmate housing units of the facility to be audited, for the six-week period prior to the on-site visit. e) External Advocacy Organizations. The Agency shall work in good faith to identify and provide the Auditor with contact information for community-based or victim advocates who may have insight into relevant conditions in the facility, in order to permit the Auditor to fulfill obligations under 28 C.F.R. § 115.401(0). f) Access to External Investigative Personnel. The Agency shall make best efforts to obtain and provide information and personnel from external investigative entities relevant to compliance with the National Standards to the Auditor. g) Auditor Workspace and Electronics. During any on-site visit, the Agency shall provide the Auditor with reasonable workspace, and shall permit the Auditor to maintain a laptop computer and mobile telephone within that workspace. The Agency will provide a viewable confidential space in Agency/Facility building to perform the work, to include photocopy, documentation uploads, materials or telephone service to Auditor while performing the work. The Agency will also provide a place for interviews confidential of staff and residents. h) Publication of Audit Report. The Agency shall publish the final audit reports on the Agency website within 14 days of receipt of the reports. i) Retaliation Safeguard. The Agency agrees that it shall not retaliate against any person because that person has provided any information or assistance to the Auditor, has filed or will file a complaint, or has participated in any other manner in the conduct of the Audit. The Agency agrees that it shall timely and thoroughly investigate any allegations of retaliation in violation the National Standards or this Contract and take corrective action identified through such investigations. Mandatory and Discretionary Reporting Information. The Agency shall determine whether, and to what extent, the Auditor is legally a mandatory or discretionary reporter of inmate abuse in the relevant jurisdiction, and the Agency shall provide such information to the Auditor prior to the on-site visit. The Agency shall also inform the Auditor contact information for the entity or entities that may legally accept any discretionary or mandatory reporting. k) Primary Points of Contact. The Agency shall provide the Auditor with a list of primary points of contact (PPC) with respect to staff of all relevant disciplines within the agency and the facility (e.g., mental health care, investigations, and housing classification). 1) Standard Contract Provisions which May Conflict With PREA Standards. -If any provision of this contract is found to be inconsistent with the PREA auditing standards, the auditing standards shall prevail. SECTION IV: a) Indemnification. The Agency shall indemnify and hold the Auditor harmless from any claims, cost, damages or liability for any matter whatsoever arising from this Agreement or from the performance of the duties pursuant hereto. b) Governing Law. This Agreement shall be deemed to be executed in Texas and shall be construed and enforced in accordance with the laws of the State of Texas, but without consideration of its choice of law rules. The parties hereto agree that sole and exclusive jurisdiction for any dispute arising out of or in a manner connected with the Agreement shall be determined by the courts of appropriate jurisdiction sitting in Austin, Texas. IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the date first entered above, for themselves, their heirs and assigns. "E �' _ V v _ C,.��C� � � Dates �'2L*i-t to len E. McKenzie, J . Dr. Doug V ce, Certified PREA Auditor Executive Director Glen E. McKenzie, Jr., LLC Brazos County Juvenile Services Department 2105 Clover Lane 1904 Hwy 21 West Cedar Park, Texas 78613 Bryan, Texas 77808 BRAZOS COUNTY COMMISSIONERS COURT Date: 3M/ I � 1 _ uane Peters, County Judge 200 S. Texas Ave., Suite 332 Bryan, TX 77803 Phone: 979-361-4102 Fax: 979-361-4503 i raTTERsoN ESTIMATE OF A CHITCTS 701 South Texas Avenue CONSTRUCTIONBryan, Texas 77803 Voice - 979 775 6036 COST &'n -g,. Email — design®yatarch.com www.Pattersonarchitects.net 24 May 2017 RE: Brazos County Courthouse Renovation Phase V Project Number: 1462 The following estimate of probable construction costs is a conceptual estimate only and has been developed from the general project information and available cost data. It is based on the broad assumptions of the Owner -submitted preliminary requirements and User Representative requests. REQUESTED ITEMS Canopy Water Main Roof Leak Cleaning above ceiling 3 Doors Painting Stairs Window Leak 14.1 Paint existing elevator doors at IT room on 1st, 2nd & 3rd floors 14.4 New WC & LAV @ Toilet 2306 & 2310 14.5 New sink & faucet @ Jury Room 2308 15.2 Add comer guards to 1106, 1116, 1111 & 1121 15.3 Install rubber base at 1106 black terrazzo 15.4 Paint existing partitions at "Corridor 1121" 15.5 Add acoustical panels to East partition of 2113 15.6 Add acoustical panels to "Conference 2109" 16.1 New door & sidelight @ "Reception 2106" General contractor's fee (25%) (On none ASI Items) Estimated Construction Cost A/E fees (10%) Estimated Project Cost 75,000.00 75,000.00 30,000.00 50,000.00 50,000.00 20,000.00 10,000.00 809.00 4,906.00 2,448.00 1,980.00 237.00 1,613.00 2,191.00 2,037.00 4,537.00 77,500.00 408,258.00 40,825.00 $449,083.00 A/E fees include all normal Design, Civil, Structural, Mechanical and Electrical engineering services. lluane rc yr Coun Judge Vol. 5 P9. 0 BRAZOS COUNTY COMMISSIONERS' COURT ACTION FORM DEPARTMENT: Road & Bridge MEETING DATE: May 30, 2017 SUBJECT: Right -of -Way Acquisition Acceptance of Special Warranty Deed from Robert Darrell Thomas and Jewell Dean Thomas for 0.088 acre of land to be used for improvements to Stousland Road located in Precinct 1. The following supporting documentation is attached for reference: • Copy of Special Warranty Deed • Copy of Right -of -Way Acquisition Agreement SUBMITTED BY: Q �J. W, Darrell W. Kolwes Right of Way Agent This request is ACKNOWLEDGED BY: Steve Aldrich Commissioner Precinct 1 Commissioners' Court Duane Peters, Count-y7udge DATE: 521 0o I i� Vol. Pg. ZU% NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER Stousland Road Special Warranty Deed THE STATE OF TEXAS § KNOW ALL MEN § BY THE, SE PRESENTS: COUNTY OF BRAZOS § GRANTOR(S): ROBERT DARRELL THOMAS and JEWELL DEAN THOMAS Grantor's Mailing Address: 5055 W. Panther Creek Drive, Apt. 4301 The Woodlands, Texas 77381 GRANTEE: BRAZOS COUNTY, TEXAS Grantee's Mailing Address: 300 East 26th Street Bryan, Texas 77803 Consideration: Ten and No/100 dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. Property (including any improvements): All that certain lot, tract or parcel of land being 0.088 of one acre of land situated in the SAMUEL DAVIDSON SURVEY, Abstract No.13, Brazos County, Texas and being a part of that certain called 6.52 acre tract as described in deed from Robert Gordon McAlpin to Robert Darrell Thomas and wife, Jewell Dean Thomas, recorded in Volume 991, Page 531 of the Official Records of Brazos County, Texas, said 0.088 of one acre tract being more particularly described by metes and bounds description as shown in Exhibit "A" attached hereto and made a part hereof for all purposes. pg. Reservations from and Exceptions to Conveyance and Warranty: There is hereby EXCEPTED and RESERVED from this conveyance, and retained in favor of the Grantor, their heirs, executors, administrators, successors and assigns, in perpetuity, all of the oil, gas, liquid hydrocarbons, residue gas, the products and by- products of the foregoing, sulphur, coal, lignite, uranium, and all other minerals in, on or under the hereinabove described property; provided, however, Grantor, their heirs, personal representatives, executors, successors and assigns shall have no right of ingress and egress at any times for the purpose of mining, drilling, exploring, operating and developing said lands for oil, gas, and other minerals or for storing, removing, transporting, processing or marketing the same there from. This reservation and exception shall, however, include the right of Grantor, its successors and assigns, to grant leases on the property to develop same by directional drilling, pooling, unitization, or subsurface gasification, or liquefaction processes. Notwithstanding anything herein to the contrary, the Grantee shall have the right to use, without additional compensation, any stone, earth, gravel, caliche, iron ore or any other road building material upon, in or under the property for the construction and maintenance of road or roads thereon, such materials, for the purposes of this conveyance, being herein defined as not constituting 'other minerals." This conveyance is made and accepted subject to any and all conditions, restrictions, if any, relating to the hereinabove described property, to the extent, and only to the extent, that the same may still be in force and effect, shown of record in the office of the County Clerk of Brazos County, Texas. Grantor, for the consideration and subject to the reservations from and exceptions to conveyance and warranty, grants, sells and conveys to Grantee the property, together with all and singular the rights and appurtenances thereto in any wise belonging, to have and hold it to Grantee, Grantee's successors or assigns forever. Grantor binds Grantor and Grantor's heirs, executors, administrators, and successors to warrant and forever defend all and singular the property to Grantee and Grantee's successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof, by, through, or under Grantor, but not otherwise, except as to the reservations from and exceptions to conveyance and warranty. When the context requires, singular nouns and pronouns include the plural. Acknowledgment STATE OF TEXA § COUNTY OF This instrument was acknowledged before me on J�— — 42,951-7 by Robert Darrell Thoma DAO W KOLWES My Cgmmisslon EMplres Julymy 2 23, 2010 w Notary Public, State of Texas Acknowledgment STATE OF TEXA § COUNTY OF § This instrument was acknowledged before me on 5 —a� ��� by Robert Darrell Thomas, Attorney -in -Fact for Jewell Dean Thomas. /��\J /) /� /] a.w�e OARRELL WKOLWES �/ �+i+-�.X�r o, —A' "`�'+�� My Cammisslon Expires Notary Public, State of Texas July 23, 2018 EXHIBIT " A " SHEET 1 OF 2 FIELD NOTES BRAZOS COUNTY STRAUB ROAD WIDENING 0.088 OF ONE ACRE OUT OF THE ROBERT DARRELL THOMAS & JEWELL DEAN THOMAS CALLED 6.62 ACRE TRACT VOLUME 991, PAGE 531 SAMUEL DAVIDSON LEAGUE, A —13 AUGUST 8, 2016 All that certain lot, tract or parcel of land being 0.088 of one acre situated In the SAMUEL DAVIDSON LEAGUE, Abstract No. 13, Brazos County, Texas and being a part of that certain Called 6.52 acre tract as described in deed from Robert Gordon McAlpin to Robert Darrell Thomas and wife, Jewell Dean Thomas of record in Volume 991, Page 531, Official Records of Brazos County, Texas, said 0.088 of one acre tract being more particularly described by metes and bounds as follows: BEGINNING at a 1/2" Iron Rod with Cap found for the most northerly corner, said corner being the most northerly corner of said Called 6.52 Acre Tract, said corner being the most easterly corner of the George Klett Called 2.16 Acre Tract as described in Volume 8919, Page 182, said corner being located in the Occupied southwest line of Stousland Road; THENCE S 29 " 01 ' 21 " E, a distance of 225.70 feat to a 1/2" Iron Rod found for the most easterly corner, said corner being the most easterly corner of said Called 6.52 acre tract, said corner also being the most northerly corner of the Called Winnie Brower 13.25 Acre Tract as described in Volume 6193, Page 133; THENCE S 41 " 14'24 "W, along the southeast line of said Called 6.52 Acre Tract and the northwest line of said Called 13.25 acre tract a distance of 18.69 feet to a 1/2" Iron Rod with Cap set for the most southerly corner; THENCE N 28 ° 39 '28 " W, a distance of 212.55 feet to a 1/2" Iron Rod with Cap set for angle point; THENCE N 28 ° 59 '20 " W, a distance of 15.83 feet to a 1/2" Iron Rod with Cap set for the most westerly corner, a 3/4" Iron Rod found for the most westerly corner of said Called 6.52 Acre Tract bears S 48 ° 21 '53 " W a distance of 366.57 feet; THENCE N 48 ° 21 '53 " E, a distance of 16.63 feet to the PLACE OF BEGINNING AND CONTAINING AN AREA OF 0.088 OF ONE ACRE OF LAND MORE OR LESS, according to a survey performed on the ground during April, 2016, under the supervision of H. Curtis Strong, Registered Professional Land Surveyor No. 4961 and doing business as FIRM No. 10093500. North Orientation is based on rotating the northeast line of said Called 6.66 acre tract to Grid North NAD83 (2011) epoch 2010.00 Texas Central Zone by utilizing GPS Methods. For other information, see accompanying plat. v04. "2j,3 Pg. / � / NOTES: the North Orletin. of la based an TotalingAcre northeast Ione of Iha Called tract to 7722 Broadmoor, Suite 705 TRONG Bryan, Texas 77802 Phone: (979)776.9836 Orld North NAD83(201p epoch2010.00 by utilizing 201 00 URVEYINC Far (979)731-0096 GPS methods. Ban No. 10093500 ema(1.' CurtI505tr9ng50Neying.COm O Indicates I/2 Iran Rod with Cap set. Fnd. 1/2" Iron Rad Stousland Road (Possible Prescriptive No Deed Found) Fnd. 1/2' Iron Rad ad. I/2' Iron Rod with Ca S 29.01'21' E 225.70' S 29.27'37' E 410.00' S 29'25'04' E 241.27' 0.068 OF ONE ACRE N 28'59'20" W 244.06' N 28°39'28' W 212.55' o N 28'39'28" W 371.52- N 46'21'53' E 16.63 N 28'59'20' W' 15.83'0 S 41'14'24' W 18.69—)-om Whirls Braver '0 0 aledinds 13 Called 13.25 Ac. Genres Earl Klafl m� '^ p a9 6193/133 Called 2.I6 Ac. N o Robert Darrell Thema. e 8919/182 dy Jewell Dean Thomas �n15 BRAZOS COUNTY W Called 6.52 Ac. f� 991/531 n u fe STRAUB ROAD R.O.W. WIDENING N0 0.088 OF ONE ACRE BEING A PART OF THE AA ONG ROBERT DARRELL THOMAS & . ............. JEWELL DEAN THOMAS a yy...... ��o 6.52 ACRE TRACT auR VOLUME 991, PAGE 531 Land Surveyor No. I, H.61 Curlls Strhereby Pratove c, ify that t 4961 do hereby comity that the above foal repraser the plot Fail. SAMUEL DAVIDSON SURVEY, A•13 resells of an on the around survey performed ender Iron Rod Rod supervision aurone the month of Aprtl, 2016. and Is true one true SCALE 1'=50' AUGUST 8, 2016 correct to the best of my knowledge. PAGE 2 OF 2 RIGHT-OF-WAY ACQUISITION AGREEMENT Road: Stousland Road Project: R1-220 W.O. No.: 33414 Precinct: 1 I (we) the undersigned owner(s), accept payment of $23,294.00 as compensation and full settlement for granting of a Special Warranty Deed in, along, upon and across 0.088 acre of property located on above mentioned project. t Date: Jew;rtDairrell mas ZbBy: Thomas, Attorney -in -Fact Date: -\L' \ \', BRAZOS COUNTY COMMISSIONERS' COURT ACTION FORM DEPARTMENT: Road & Bridge MEETING DATE: May 30, 2017 SUBJECT: Utility Permits — CEO Communications Consider and take action on the CEO Communications utility permits to install 4 — aerial crossings in the Saddle Creek Subdivision for the installation of a fiber optic communication cable for the Saddle Creels and Duck Haven Subdivisions. Cable will provide internet service to the residents of these subdivisions. All crossings will maintain a minimum clearance of 18 feet above the roadway surface. Sites are located in Precinct 1. The following roadways are being affected: Branding Iron Court Canvasback Cove Vintage Oaks Drive Stousland Road SUBMITTED BY: (�Qa' 0, ZL— Darrell W. Kolwes Right of Way Agent ACKNOWLEDGED BY: 00, Steve Aldrich Commissioner Precinct 1 This request iOVED / ❑DENIED by Commissioners' Court Duane Peters, County Judge DATE: 51 ou I 0 Vol. �S� pg. /G� 12 NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now CEO Commud%CA:60ds [coin party name), hereinafteriefanedtoas "Company" a —TEXAS [state] Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to lay, consnvct, maintain, repair and/or operate a telephone facility under, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: Approximately 325' East of the intersection at Saddle Creek Dr and Branding Iron Ct., Aerial fiber will cross over Branding Iron Ct. attached to telephone poles in the P.U.E. The aerial Fiber will be attached at a minimum of 18' above the pavement. The location and description of the proposed installation and appurtenances must be filly shown on detailed drawings attached to this Notification. The Company shall commence actual construction/work in good faith within 60 days from the date of said permit and shall complete said construction /work within TO working days. (COMPANY MUST FILL IN), If such constriction is not begun by the 60th day, Company will be required to provide a new notice. Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at thejob site any time work is being performed. In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds forjob shutdown. By signing below, I certify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. C E-0 CoMMUniCaflO%S Company Name Charles Jo cl(son By: Title 3001 Earl &&dee- Foy S. Address Col/eVe Sfadion,, TX 778y.l- Phone Number Y79—qq4'-oos11 Email: r 0LcXSv4< Ceoe•rG.Goq P9• 1 ACCEPTANCE OF NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated �— '1a — �� except as noted below: (MontldDayNear) EXCEPTIONS: ! _ Z Am r (aloo. �gL 4v Brazos County Engineer Vol. � J`!✓� a /// 15 ,. .5 14 �. J.` 7ljfr sI� � Et '� 3 .u�k-ik�. ^r 4 a.j 1 -: t•,, �yy P � t "*ai� t L �.�,,3'y�', �� 'F •F �i4 y�Tp� � t J �E 1 �A,�L '' �„ G tY�1`f`.` xt� , �' < ��. , � „ � "4T •x c1 �Wt�a g��"i��" S!4' ' �� tt r'� ?� � y� 5'�.♦ 1 L 11 f � �t. ,1 1 j yg 4'y + t v ^' . L� {�fin' � .. ^^"^ i�- 4 Ls � :. ?• <` t r«.. ,'i'+ +` " � •i Z{` 1 wit tf5� 0C ` "�'�h M�''ri� �'i. r 1.� } e��• .. �N . 3` S y t C^ ' ,• ��_ :f t vy; �, 1 ti,' • A>}st f�f°'h,in '�.� lx a .+�i'a4ffy��s j .` LG s r J T>� art "T 1` r`>' M x 4 E M✓1' r i v ,Ey lid V �. �� t .r ° ��. x'•w +T Yt �`yor f < fxs s l�fi tY �: �4 /f• ,. y1 � r � �+�°�•` �� + ° t 5 �� Mfr .'p A5 N - i Oj ti � �d ♦ ss �r � .:.� Y.S � 'lsr 1,3ray r rzwCrP }i attiA�a�ti f• • p r per, (�Ly`�T 'fi �' w { ytA f x.r E!. .� e� P,f� c t41 ,a„ tt ✓ ��, 5 1t >S a,""L+... ��% s t �.,4 y�l� rr ` Goo le Eart� =�o� �� {' �\) yv:5� i5 t.4/ ,r�+•` �,,. �vl, �,> zooft:�L „ � . � .. ] '!t �\ .R.t%. .a r?a 5 u,r wi.>.](./ .•w, an.i„u• .. �. .r •,... .� .r.' .r �.. -. BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirements I. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittec's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then tire County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements I. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Cantrol Plan A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific ni hg ttime traffic control measures pursuant to the TMUTCD; Vol.` Pg. 3— b. If construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at the job site any time work is being performed. 3. Plan must set forth the time of completion for thejob. D. Desien Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.04.1. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. All underground installations shall (these are minimum depths — utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to lop of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36-incltes below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power -0 to 2 feet, nominally I' Phone — 2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable — 6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. 7. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a. he bored or jacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing if the annular space between pipe and casing and soil exceeds one (1) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; F z - p9, i/�/ c. TxDOT Standard Specification -Item 476 shall be followed for all boring, jacking, tunneling and joints. 9. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to notjeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided meeting TilUTCDreauirements.....___._.---_.----------_..---.-------.__.-- 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection' from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Enrernencv work 1. In the event Company is required to perform emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company vim. ---------- shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. F. Repairs to exislinQ facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities I. When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. Hick Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth Type of Pipeline (below deepest ditch grade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Vol. , pg. %�� TCP (2-l0) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2-1D) WORK SPACE ON SHOULDER Conventional Roads LEGEND s ... iypp, I Bo.INL<.... .. (rgrgllalM ovrlmp ROAD MONRKK xawr Kaa v<nl< ® ifl ,c' fair6ta) ANFAO flvr.�Inp eirtw BwrC aMEND wea<Op 51am61i ifi• S `3 IQ ROADWORK slw narrlc Flw U-0 TIM, zp o• I[-2 wewww'I— Ixn.mem/r o.ei:m 1. seeelfya °1.11— t Pw+w r,.ml9 raw-Lvnnv nveaNCIW I.:unwl.el ] t iI,- Mlw )BIW Mln San• T MSO %6 !w i30. 1pgn+ nit2o, 9• t ]0 2 150' 165' 100' l0' 60' 120' 90' 5 I, W 20i 225' 2q5' 35' ID' 160' 120' h� I 49 265' 295' ]20' 40' 00' 240- 155- 0 <se. q95' S<0' 4 9]' RO' 195' 50 500' SSd UU' 50' 1 ILO' WP 240' al 55 L -9S 550' 605' 65,0' $5. I10' SOD' 295' 60 600' 620' Ti0' 60' 120' 600' ]50' 1- 65 650 715' 280' " y1 70 7N• 770• e<0• la la0• e0D• M. N ���-1 o Irwef lve• 25 750• 625• 9O0' 2s• is0• 900• 540• I e x+cmel< (Hila .i[<. nMe s %[mrmtlagla .Mlr mien, 1 H{ rmv lmOf T OeM IM A-01 1h O Off. L•LeMp M iTtrlFrl M-91 QI0 or 0(lcetlRl S•POLeO Spoc011PU troll ramla In I =L ryes TYPICAL USAGE awam<a � m++<rrla nl — sps+r swwi Trwt mrwcpl.i[ Lau swl II:IW awleap I l''-:'.�'� twn[ uwnm sienoum 7W sixnuwrt s.i1wN, 71 MO 110M 4 I I I I d I � Q -2 ss• x 2a• ISa cob a TCP (2-1c) WORK VEHICLES ON SHOULDER Conventional Roads GENERAL NOTES I. clap ps lW to am4 a:av ev.., v..0^.JIA[0. T. n1 amnm mlwl wrlap Nlmvelm m 11[WI,1'iD, nnp+arow e.wns.lrn >b ttloeln .pml mr w Wlnea rom ram m u�a plw: tr tu- rMiro mM1Rrmca M. tm q/owy py IR (rylmw. ). 5`Wp11a0 mfarlel sblltl W pIKpO a elNm c1 N F<M !rm rwe++ +rental .». . LaI rm Or etrl III as . A Imea1H mrotlth nmNp, vulNNlry:9.i IIY.M xSlmn Y1. 1., 1. a ID[ ., I. m , If Wt eameniwa sv tc IW tmfmr p+ I. ym m wp[fI'c.11Mtt mnf[elY 1M 001. ... Or Ow y/ tmt o M mtol+IvaSrmt col 't la cmt O, . OWO' I 410 n plan. trm I BsrlmSc v a1M [l 1111,0 Mlmc 00,t,,=1 1"OlW f. iM 9WA' Ymlpla va TI{, ). WTtT.t S. 5'MI[Im rlln IIW mr N paOIN p if tla vcW —I...1. Maw. In nw-4o 001. a.Ibcv e{vq, 6. Ya IW 6-11 11 O..M wR On at.lm hlo,,l, aW � T+Ya oL - O, 1. N flw aR MI<laa w olfo- WllTsnf .1db W pCMO rev ttq rlro!-.q I lm va M @ryea m m. pm'M MI-1dvl0 MI -ID MI -1 •$IWINI RW[• plea m w.4 m olaw or I-tp 'PO/] fEx Wy12. Olga Ir Yal6v M m cm'mtlmol rtd.rys FO,..flm x patnfaven <s+r<o+.ert .mcl rlc �Texes CerarlmH w' 7Fansprfcilon lrml: hvS]v V2aSr TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER, WORK TCP(2-1)-12 NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now C r' O comma 4;C zyflon's [company name], hereinafter referred to as "Company" a —TR'Xgc [state] Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to lay, construct, maintain, repair and/or operate a telephone facility under, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: Beginning at a point appryqx�imately 480' south of the intersection of Retrievggr run and CanvasEBack Cove Aerial Fiber will cross over Canva"ack Cove attached to telephone poles. The Fiber will be attached at a minimum of 18' above the pavement. The location and description of the proposed installation and appurtenances must be fidly shown on detailed drawings attached to this Notification. The Company shall commence actual construciion/wok in good faith within 60 clays from the date of said permit and shall complete said construction /work within q0 working days. (COMPANY MUST FILL IN), If such construction is not begun by the 60th day, Company will be required to provide a new notice. Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at thejob site any time work is being performed. In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. Vol. 5 3 P9, i/ Failure to notify the County Engineer's Office within 24 hours of beginning constriction shall constitute grounds forjob shutdown. By signing below, I certify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. CED Com rlt lliCaf1045 Company Name Char/es Jac/fsun By: Ae34't f Title 3001 Earl Rodd" fWy S. Address Co!/eqe 5-fdidl, Tx 778'if Phone Number 979 "/W — 0 O5-�q Email: {"'j0.GKSpgCo GQd e.�G•GOA'1 vol. S 3 Pg. // 9 ACCEPTANCE Or NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated —t� �— �% except as noted below: (Montlt/Day/Year) EXCEPTIONS: 0+- �rBrazos County Engineer vol. �3 Pg. �� Giab. BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Renuirements 1. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. A Safety Requirements 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Control Plant 1. A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific nighttime traffic control measures pursuant to the TMUTCD; Va. pg. b. If construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at the job site any time work is being performed. 3. Plan must set forth the time of completion for thejob. D. Design Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, .Section 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. 3. All underground installations shall (these are minimum depths — utility may place deeper): a, be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power -0 to 2 feet, nominally 1' Phone — 2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable -6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. 7. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a. be bored or jacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing if the annular space between pipe and casing and soil exceeds one (1) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; Evccas�� pg. /Z3 c. TxDOT Standard Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. 9. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to not jeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided meeting_T-MUTCD_rea u i remen ts. ....___ 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. G Emergency work 1. In the event Company is required to perform emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company �� c [VN. tai _ p9- /� / shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. F. Repairs to existink, facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities 1. When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. Hieb Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth Type of Pipeline (below deepest ditch grade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Vol. Pg. �. I I ISm rola, 4 6 h cap -t0 b -M Is' ilwo- Sce rote Il TCP (2-1a) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2-1b) WORK SPACE ON SHOULDER Conventional Roads ISeo Mlae 4 CN -2 49• x 2a• is. eef0 VA TCP (2-1c) WORK VEHICLES ON SHOULDER Conventional Roads LEGEND ® T3Tf0. 3 ewiao:<_. _. • • mo.w uxtrq oa.1m. .—m -. _. •.• iiu Wa`T� VMlclo -� iNck N]MiW. � aHuiielor Ilial iinvll a�a.d9wd �M PCtm1a owgamle WerMa 5101 IPcaSI �- SIM Trottic Flm Q FIM QQ ilaocer [t KORE SMm1i Sltpii iba IxmMolalf saawe+.a ux6.w walrm o'M71W x4Nw 5% rtte.ilo o.:i.m1e zmrr zmylle Spmlp M v.mrl lzlra suJmOr.a w1 jw Lm.IMImI K% eN sz poaa 4m olrw ilm+ m0..lse. !roar im a1t e1.Ie.w •o. ]01 150' r63' 100' ]0' 60' 120' 90' 35 b 60 20535- 4 2a5' 70, I6o' 120' 40 265' 29S' 320' 40' 60' 490' 155' q5 451P 4215' 540' a5' 90' 320' 195' 50 5W' 550' 500' 50' 1M. 400' 240- 'S L•Y5 55a' 605' 660' 55' 110' 500' M. 60 600' 660' 720' 60' M. 600' 350' 65 650' 715' 720' 65' UO' TOP 410' ro too' n0' 1740' 70' uo' 600' 4T5' i5 T50' 025' mo, 75'150' 900' 540' I* [omeklmpl Roam On IY iH{Taper to ft Iwra boo. mule. If. L•Iao P Of Tooe IFTI T-tlldth of OfraatlFT) S-PoStM SpeoE0ff111 TYPICAL USAGE KORE SMm1i Sltpii iba IxmMolalf Loc i[»! o'M71W 5ia11Wm irAl nail0101ff star l4.wtf J J ;ENERAL NOTES I. clwl o`i du 1. .11. 4wc bey ee=1w. L AI I "Iftc mural arloro II Wcfrabo va KWIFFO, oocw trove prtrW +Ifn tM bloc,. emlai m/ pa m.mm mn efalw In tm olmr. o' rw.. mllrcevee vX, r. 14ewedM1.WImcr- 1.Sf I 1 mterlalY 14 o o1wo c HWM of M+1 I= mood"a Iodwx- I.YeyrYeAlalerFMT ad fl, Im WY r.,.H., II.W. em11107I oID1 I lylfv AOak+ Ym1014 with a To f Id u'M uryfim 11 rm Ov WOItIfM u to 1. Iwf In Warn 01 rod orev er oar Orppfde+ItMW oovo..I, afrecfl, 1m oorf So o, panty of 'm r L 11 +vkmo Cam lo,, Reimt M rood o- mk midltloa ro olm iM trarfle wJro1 io .1. 1n place, T.. 3 Bm=. or o1M 1 m 11 lao Mlau ooj M "dtlMcd fw IM 4gb+WOW mf m 1..111.1 9mder W 11111 +Im we r m poolll. off lM [amd mr roo4 fqR Io Mwa. 11 w4r I. potect aOdor + eFFe. S. Ye W1'11 Io m 1� r k+ dlrlu hld m0. o+veoc p w Iran yeS . i. Imofly qk +chkl., v otN .1l 1 .1d N paFeL mC tm rictd-ef, I1m .1 mf pKod m ft {o'..1do. 3..1-5'11V ... ololu , M voo Ia alma of M,-10 'RCW SOfJ. am- clpu fv Y 16 +ak m mr I'l rm , Fv cvl"—lm o vvlrrtem+r -IR, spa.Iflo o cleat reWirmoOfo fo- amm..11oles cm M fo q In t110 XOJact IMM MM Ix It® Sot, 9vrleoma, slv "Troffle H.dl In AH*TB.ms D6palmea7W TrcwxdcNcn nnmcvmov anwm TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP (2-1) -12 NOTIFICATION OF PROPOSED INSTALLATION ANDIOR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now CFO COMMU6LWHO115 [company name], hereinafterreferred tons "Company" a Tex g [state] Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to lay, construct, maintain, repair and/or operate a telephone facility under, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: Approximately 460' east of the intersection of Vintage Oaks Dr. and Lariat Ln. aerial fiber will cross over Vintage Oaks Dr. The fiber will be attached to telephone poles in the P.U.E. at a minimum of 18' from the pavement. The location and description of the proposed installation and appurtenances must be filly shown on detailed drawings attached to this Notification. The Company shall commence actual construction/work in good faith within 60 days from the date of said permit and shall complete said construction /work within q0 working days. (COMPANY MUST FILL IN). If such construction is not begun by the 60th day, Company will be required to provide a new notice. Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at thejob site any bate work is being performed. In the event of deviation front this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon its practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. IV 01. S"3 Qq, /, �. Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds forjob shutdown. By signing below, I certify that 1 am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. C FO ContMUnicaflOAs Company Name C6rles Jo..clrs By: Title 3001 Earl Rodder � J. Address Cd/e% Stgd'iog, Tx ;7 7gYC Phone Number 970 — tiqd'— D p5'y Email: {rJaGKSn�@iede�'c.Go.Y1 FvZ�2z��� ACCEPTANCE OF NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated 1�5- �'� - 1-7 except as noted below: (Montl/DayNear) EXCEPTIONS: � OV -C c v`r ` w, ,Ct,,- Brazos County Engineer Vol. BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirements 1. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements I. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of thejob. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. --- -....---=—---------- _ __ raffe a ------=— e 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Control Plan 1. A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific nighttime traffic control measures pursuant to the TMUTCD; q. vol.? P�3� b. If construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at thejob site any time work is being performed. 3. Plan must set forth the time of completion for thejob. D. Desien Standards I . All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. 3. All underground installations shall (these are minimum depths—utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power — 0 to 2 feet, nominally P Phone — 2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable — 6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a. be bored or jacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing ijthe annular space between pipe and casing and soil exceeds one (1) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; FVCt.P9• L%< c. TxDOT Standard Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to not jeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided meetinQPdRTCD_requirements.-- 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Emergency work 1. In the event Company is required to perform emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company Vol. shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. F. Repairs to existing facilities I. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities I . When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. High Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth TVtle of Pipeline (below deepest ditch grade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Vol. _ pg. i t TCP (2–la) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2-1D) WORK SPACE ON SHOULDER Conventional Roads a� hh� gm fl0A0'AOPK !e� z Isco hale a, I I �l tsee mlgo ! x s I I [IWmel.lal(y_Oarlaao S I r I Q,l d 90' vig0envw�vrlo+d2wH F I FPD AAAO ROAK 120' � 4 qzD-z 48- x 24- rla� ••V FOm, 290' Ssw -1.1.ra 21 11t 95 I TCP (2-1G WORK VEHICLES ON SHOULDER Conventional Roads LEGEND ® IYVp ] Bdfkate„_„ � �_ [IWmel.lal(y_Oarlaao ..® Iba+y Drk Vtlllglo Q,l ]rVv'%NaLT}M- arlo.wwrs 1 90' vig0envw�vrlo+d2wH qq (M1 weexoeslq'i°ro¢i 35' i0' slpl 120' Trarrlq fiq. A fIM rla� ••V FOm, rro z A ° rma,F° v.fVnl. w°�INnq erl”" m ma,e .g.%morn mor.il�o-q Y�Y1ry Iwirwl�r r ew.. zcma Iq' Dire° r iwo 1mmt+°.r 01v1voa v 0150' 30 7 165' 100' 30' W' 120' 90' 35 L. 205' 2t5' 2<5' 35' i0' t6o' 120' 40 W 285' 295' 320' Oo' 60' 290' ISS' 95 a$0' .95' SOD' as' 90' 320' 195' 50 5M' 550' WO' S0' IN' ---- 2O0' 55 L•Y1 SW SOS' 660' SS IIP 500' 295' 6N' 6W' 720'1' 120' 600' 350' 60 65 65P 115Ti" 65' ISO' rW' OW TO 7i0' 6,0' 10'1 M. 0W' 1 05' i0 15 1 en' 9G0' is' ISo' 900' X0' * CatvOlflmal Pte] Of" HFT—Iu ibo 1—.D 1.0 orr. LlLdplp of TggrtiT) v-Tldln of OffsoflCO sfa}oa spced1wfll GENERAL ROTES I. C]oy mreaW fo aGa XWq Nvq ma WNIPrD. S. 111 HgrliO onlrvl Gvlwo IIIu:YOkE q'e PiDUlFidr v.cep] 11ra:e trNiM IIM ile hivgie epMl m) to W nea Mm IMeE In lb elmr. v!T rgdlM m11." Vt K-. IWO Of 31gCy if IMlmx. S. Sf .1 I wE RwIL ro vlmm a nln;wa a ]q rmi rrw mmc.r fronlm .cr. 4 911. 11MI.0, Iun Iw 0 MAl Inrmzlh roOg Iflh noLGp. vnlllohlryx O— 1 IIC'IIII A . Y1.1 211.1 q T. .1 M IN o Of II [m 1. p>.11. YJ n VY teal In otIN er IN vw or v°. av2O] , IN oL21. arN,'],.NIM M'i-0 Or o-9.allher IN rwl]f.vMao uom, N a, —0Orqi hOlnae rrylro IMrvcN cmlrol]a 00 to Dlov. 11m S Borlcrdn x O cVnall111y a.lcca rcf W oLollMeq fG iMSIrM'n YM.°la 56.. W]ege lilmcl W VVY 1plmafrID m,f10 m I.rcgfOwmx,a .Ihe vII— TV 1-11 m =bYvrt0 M1plvyeRcrO Irea.vya. I.:rccflra vA IN 0,0 Nio}Isr N.Ilpm] CM ro oa'wE Oov ero rON,'- ol- a9 1 W'Fea m Nm prvM ygla H. Ptl-5 'A Not) t[1 glpl:ery to V:pd N olm of [q) -ID TDN rt61, wUo• clpu rc cWlgr.rt m cvnmlTRal roa'wyc ix [a}grvaum qr miniomme emMml vwM. wecme Texas Qepodrrodof Trm wIcAlvn 7rc/Re [z'eim: PAJm TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP(2-1)-12 m TYPICAL USAGE uwILE SMgR SiNT LCPY ]IIIPy(OI�iC LOF i[PI Du3nar nntwer T1AY nlnawo' ssaitaulrt I ! ! f GENERAL ROTES I. C]oy mreaW fo aGa XWq Nvq ma WNIPrD. S. 111 HgrliO onlrvl Gvlwo IIIu:YOkE q'e PiDUlFidr v.cep] 11ra:e trNiM IIM ile hivgie epMl m) to W nea Mm IMeE In lb elmr. v!T rgdlM m11." Vt K-. IWO Of 31gCy if IMlmx. S. Sf .1 I wE RwIL ro vlmm a nln;wa a ]q rmi rrw mmc.r fronlm .cr. 4 911. 11MI.0, Iun Iw 0 MAl Inrmzlh roOg Iflh noLGp. vnlllohlryx O— 1 IIC'IIII A . Y1.1 211.1 q T. .1 M IN o Of II [m 1. p>.11. YJ n VY teal In otIN er IN vw or v°. av2O] , IN oL21. arN,'],.NIM M'i-0 Or o-9.allher IN rwl]f.vMao uom, N a, —0Orqi hOlnae rrylro IMrvcN cmlrol]a 00 to Dlov. 11m S Borlcrdn x O cVnall111y a.lcca rcf W oLollMeq fG iMSIrM'n YM.°la 56.. W]ege lilmcl W VVY 1plmafrID m,f10 m I.rcgfOwmx,a .Ihe vII— TV 1-11 m =bYvrt0 M1plvyeRcrO Irea.vya. I.:rccflra vA IN 0,0 Nio}Isr N.Ilpm] CM ro oa'wE Oov ero rON,'- ol- a9 1 W'Fea m Nm prvM ygla H. Ptl-5 'A Not) t[1 glpl:ery to V:pd N olm of [q) -ID TDN rt61, wUo• clpu rc cWlgr.rt m cvnmlTRal roa'wyc ix [a}grvaum qr miniomme emMml vwM. wecme Texas Qepodrrodof Trm wIcAlvn 7rc/Re [z'eim: PAJm TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP(2-1)-12 m NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now t✓ F0 Cammugi a a-flonS [company name], hereinafter referred to as "Company" a 're XaS [state) Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to [By, conshvct, maintain, repair and/or operate a telephone facility under, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: Approximately 400' north of the intersection at Saddle Creek Dr and Stousland Rd., Aerial fiber will cross over Stousland Rd. attached to telephone poles in the P.U.E. The aerial Fiber will be attached at a minimum of 18' above the pavement. The location and description of the proposed installation and appurtenances must be fully shown on detailed drawings attached to this Notification, The Company shall commence actual construction/work in good faith within 60 days from the date of said permit and shall complete said construction !work within qa working days. (COMPANY MUST FILL 1N). If such construction is not begun by the 60th day, Company will be required to provide a new notice. Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at the job site any time work is being performed. In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office nrny take as long as two weeks after complete application is received. 114r ! �✓��___—.tart �,J �' i Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds for job shutdown. By signing below, I certify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. CFo COM4011;Ca."f7on5 Company Name Cl a,rles JL, cIrSon By: A??s;dea a Title 3001 Ear/ Rwdder FwY S. Address Ule% S—f,0600 TX 778Hr— Phone Number 479 — yy6— 0 05 - Email: Y"10.GKS0nco Ce0 e-J'G. Cor? va. �� Pg. 13? ACCEPTANCE OF NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated Tj a a /�] except as noted below: (Month/Day/Year) EXCEPTIONS: V - 0� e- �� Brazos County Engineer Vd. o J� �h pg. NJ t P} r hp RIE RN e�- ' _-. .. 5 t`F + iy P t .p z r ,. '+5� e` . a � � / ', t tf' ��;,.w+.•k, x � c � � �� � � � `±t •�� ar � 1 ' c ash. �1 �`' „�`s''. 5 _ } t'Y. � � ��/t Y ��,� f'�T• v °ivy ',7"s � - n r �+?.,_ yc � 1{�y��.�+`€{.b, � ah.µ y %.�'�.•.ly r� L Ec` t R 4 l`•. �. n;,4 V �1y�v�� X10,{ � ��5�'S±b-�( Google Earth 500. '` azoisc� ... 3�;,.... ` .". BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirements 1. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners_ 5. No cable, conduit and/or pole litre shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Control Plan 1. A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific nighttime traffic, control measures pursuant to the TMUTCD; Vol, 5 3 Ps. /`�� b. If construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan mast be attached to the permit and kept at the job site any time work is being performed. 3. Plan must set Forth the time of completion for thejob. D. Design Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. 3. All underground installations shall (these are minimum depths — utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power -0 to 2 feet, nominally 1' Phone — 2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable -6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. 7. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. Crossings under a county road shall: a. be bored orjacked. ABSOLUTELY NO OPEN CUTS WITHIN' COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing if the annular space between pipe and casing and soil exceeds one (1) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; V01. �2_ �3 Pg. c. TxDOT Standard Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. 9. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to notjeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided mee-ngTMU.TCDrequirements. 13. In the event said constnrction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. F. Emergency ivork 1. In the event Company is required to perform emergency services, that requires excavation in a County . Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. F. Repairs to existink, facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities I. When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. Hlrh Pressure Pipelines I. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth Type of Pipeline (below deepest ditch erade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at feast 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Vol. S� Pg. �y�� I I,-,te 1 Lv I I I I I I [v[F10 e• x p6• �w01.11 TCP (2-1 a) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2 -ib) WORK SPACE ON SHOULDER Conventional Roads F0 hb` I n.. .. 33 V 4 S I6FOA��I RK LEGEND m9 im 5 90.'Oo,, — - .. Cnomp lana Po._Icpe Yicp. Npavy t4fk V,p(Ilol ® rrVck W-at11nO' Allonnlor 'Itxa1 ® T.al 1p. H}/i}p0 FI ,Im Mw WrC P�mK41a Pvryyle a eeKp 51011PW5, + Sion trcrylp F. Toe— Ilu t a iVN lino Cron rmiam off. F., noboor C5 rot0A p L 5 I It I Yicp. v 11010 NMp 71 if Ru p11Y Mull. a1f611 Ia:pIMy p of Iiof rx0 I I Toe— Ilu t a iVN lino Cron rmiam off. YA{ vl<mII ® 13'p• llm Ifa ImToe a en OmxavS50' a_ 165' 160'l0' 60' 120' 90•o^.' 225. 215' 35' 7I,6065. I no' 295. 320' 10 00' 2p0' 155' 5' 195' 5d0• IS• 90' 320• 1950o, 550' 500' 50' 100' poo' 2'0•MY 605' 660' 55' 110' 500' $95' 00' 660' 720' 60' 120• 6'A' 350' 650' 71 S' 700' 65' 130' IDD' 11000' Ti0' 0p0'1W 14W B00' 175' 50' 025' 900' 75' I50' 900' 610' C5 rot0A p L 5 I It I Ivvo I ra v 11010 NMp 71 if Ru p11Y Mull. a � I rx0 I I Toe— Ilu t a iVN lino Cron rmiam off. a9 -z a6' x fSpp -to21e ® 1.1 . of l•Inq!11 of 1SaorIFT1 TNIO1n Of O(p:gt mb 5-Pmiae SpacEleFH) a_ I I +.'-a . i C5 rot0A p L 5 I It I AidT Trm1 lur .... LaC 144 I I I Mull. a � I rx0 RDAO AORE r r � (� a9 -z a6' x fSpp -to21e I JE TCP (2-1G WORK VEHICLES ON SHOULDER Conventional Roads TYPICAL USAGE wont sunt AidT Trm1 lur .... LaC 144 Mull. STAIIOnkRI tW1 PAlI0Ni1SY S11i1felNf r r r ir GENERAL NOTES I. [Iqi n1WN to .10. Nve Ynm ue HNIRD. L AllYalOc mlinl Em I.. Illwhofa0 m fi[PIIRW, In., IN. O/n ., r1. IN M1Io tele eyfq il eGe wl tflo MYI ". In 1. almyv foe-.Mlm mllnovea vw!, eN, 1pSravW Ey iM n'ti 1. StIXSOIleo mlb`io .14 M OlxeO. nll. ' of 31 IM rRu No,'"'r '. v7. I . 9Wo, Y.T.I. Nm . .It, In}wlfy roMlllp IIpg111tl. reel I19tln0 c LIruL 1101fb A 5FGr Wolf vitt 0 P0. would W Oxa a0il¢ It om be prollTeW M to IM feel In Garp e1 Ib oW aI. OnOO—.11. a 1.11 alfwtlnp ft Sado-ylm or pgl lty of IM roe. if r mr. Of.s y Of. .lapemt •A1. ¢ .vµ wgE lllw'lbe to frollle —trol 1. —1. In u bo'!"d f. Ila SIy1r V.1.1. ON 1M. 5. Fmltlmcl SYfar 101eltt rltp Tlu3 ory pa poe lobo Off ft [owd vfsa• nal to Mua . In v@r to PMmt o rIM oo, e. 6. Xa T015 -I) for Owlds qk on dlrlhd II4,1 O'brefenont one f.paye 1. Inooflw vSµ va flloS of of" Woe nt .1. 1. pVxed ne, 1M IIOYt of lire w3 M , on IM prvM dooldvr. A CRtq'SAYULG "A" e[pu to, w .. In olein N 0f31 -ID 'FM \FS AYfAD' alone Is aNuldm oink of ¢meMlMgl roo g,, Far ealclrintlm m pelMenoev cmeroat wµ. ioeclfle 1T Taw tepvhr l o1 TfmupxlNlon TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP(2-1)-12 ME BRAZOS COUNTY I COMMISSIONERS' COURT ACTION FORM DEPARTMENT: Road & Bridge MEETING DATE: May 30, 2017 SUBJECT: Utility Permits — CEO Communications Consider and take action on the CEO Communications utility pemiits to conduct 10 - 80' boxes under roadways in the Saddle Creek Subdivision for the installation of a fiber optic communication cable for the Saddle Creek and Duck Haven Subdivisions. Cable will provide internet service to the residents of these subdivisions. AR crossings will maintain a 36 inch minimum depth under the bottom of the ditches. Sites are located in Precinct 1. The following roadways are being affected: Saddle Creek Drive Canvasback Cove Gunoak Terrace High Meadow Trail Majestic Oaks Court SUBMITTED BY: C I b '—U, Darrell W. Kolwes Right of Way Agent Stetson Drive Stirrup Drive Vintage Oaks Drive (2) Wild Rose Court ACKNOWLEDGED BY: Steve Aldrich Commissioner Precinct 1 This request is PROVED / ❑ DENIED by Commissioners' Court Duane Peters, County judge DATE: �7I I l Vol. �3 pg. /S�S� NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now CEO COMMUnI a a'%fons [company name], hereinafter referred to as "Company" a —TR'Xa< [state] Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to lay, construct, maintain, repair and/or operation telephone facility under, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: At the Intersection of Saddle Creek Dr. and Prairie Dawn Trail a bore will be made crossing from the eastern corner of the intersection to the western corner of the intersection under Saddle Creek Dr. within the P.U.E. and fiber optic cable will be burried in 2" conduit at a minimum depth of 36". The location and description of the proposed installation and appurtenances must be filly shown on detailed drawings attached to this Notification. The Company shall commence actual constructiott/work in good faith within 60 clays from the date of said permit and shall complete said construction /work within TO working days. (COMPANY MUST FILL. IN). If such construction is not begun by the 6011) day, Company will be required to provide a new notice. Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at the job site any time work is being performed. In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. FVPg'a. _ icLC i Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds forjob shutdown. By signing below, I cedify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. C E0 COMMMUCctfloAS Company Name Cl ekrles J'0'CIson By: PC 544-r Title 3001 Ear/ �Ndder fW� S. Address Co!/eqe S¢alior� -Fx 778ys Phone Number q%9—yN6-00541 Email: rio-c-Kso n@neo e -)-r-. GONE vol. y �3 P9. / y'7 ACCEPTANCE Or NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated a— L7 except as noted below: (MontlJDay/Year) EXCEPTIONS: N ° t`t 4!&— Brazos County Engineer es.�rsd�• l., u. S l j t +++yyyfff +moi?'' r: j !17; All es.�rsd�• l., F� S l j t +++yyyfff BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirements 1. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shalt not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. _------------__-------- —.v- ----=-- p 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Control Plan A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific nighttime traffic control measures pursuant to the TMUTCD; Vol. �3 pg, /- b. if construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at the job site anytime work is being performed. 3. Plan must set forth the time of completion for the job. D. Design Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. 3. All underground installations shall (these are minimum depths — utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c, be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power— 0 to 2 feet, nominally I' Phone — 2 to 4 feet, nominally Y Gas — 4 to 6 feet, nominally 5' Cable - 6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. 7. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a. be bored orjacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing if the annular space between pipe and casing and soil exceeds one (1) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; F__ =11/ Vol Pg. c. TxDOT Standard Specification Item 476 shall be followed for all boringJacking, tunneling and joints. 9. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity, d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to notjeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided meeting TMUTCD-recuirements.. _ __.._.. -.-----------------------------___.-.--. 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of `No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Enrergencp work 1. In the event Company is required to perform emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company V01.�✓l 3 pg,7�L shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. R Repairs to existing facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities 1. When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. High Pressure Pipelines L All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth Type of Pipeline (below deepest ditch grade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. -6: xN r,N.N Il TCP (2-1a) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2-1b) WORK SPACE ON SHOULDER Conventional Roads 310 WA ,• Is xop nNla LEGEND egaovm ._ I bl4 SUOCeffeO Mnlon pSim .m.N Q9 rM1<.K N%41r09' r>..11N $ a .mtmlu LTTaaWb M 9nNN0LN slm wrusl � I limri l<tlw 01 n 40 nwxr NNIm ROAD 'Y Iv 1• la' m o16 rel ROMn vivlxum •p• ]0 AHEAD 4Ezp-10 150' 165' IBB' I le• x 4e• ' '245' 15 1e -to 11 I �t 295' RO'1D'00'I55450' I 195' 540' � I xL_ 500' 550' 600' I 0•Y0 550. 605' 660• 55' I10'9560 ^ my to I r <no 65p' 715' re0- 65' 1,.,01.. 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K I TYPICAL USAGE .�Texa9 Ce/nrtJrm7 of y�l� N¢tl SNdll i{bl IXIWTDUIf LR1C IWI ayswTla 9nr19rua. iWl srano�uPr sunpxam / J ! J TCP (2-Ic) WORK VEHICLES ON SHOULDER Conventional Roads hans/kr7aflcn nen<ozm>N oavwl TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP (2 -ll -12 NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now G Co CaMmadie "L-flon s [coinpany name], hereinafter referred to as "Company" a 'Te KCL< [stale] Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to Iay, construct, maintain, repair and/or operate a telephone facility tinder, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: (2ntl 00.5 LLck At the Intersection ofd� Dr. and Ganvas8 Covet, a bore will be made crossing under Covet on the southwestern side of the intersection within the P.U.E. and fiber optic cable will be buried in 2" conduit at a minimum depth of 36". The location and description of the proposed installation and appurtenances must be filly shown on detailed drawings attached to this Notification. The Company shall commence actual constvctionAvork in good faith within 60 days from the date of said permit and shall complete said consnvction Avork within YD working days. (COMPANY MUST FILL IN). If such construction is not begun by the 60th (lay, Company will be required to provide a new notice, Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at the job site any time work is being performed. In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. pg. va. �5 /_i i� Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds for job shutdown. By signing below, I ceitify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. C ED Comag96k!±i-6 S - Company Name C6rles JaCINn By: Signature Title 3001 Earl RHdder Ajy S. Address ColC011e— e S-fC60n TX 77ggC Phone Number Email: rja-r KS0,7GCeo e -f -c- G om VN. X53 pg. %0 ACCEPTANCE OF NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated S,' a1� — h except as noted below: (MontiYDay/Year) EXCEPTION& 0 C, ACX. W t .(;;, Btazos County Engineer 1 �.l vol. pg, /:S'% BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirements 1. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of 13MPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not pemtittee's plans shall inconvenience the public, If itis determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Trafrc Control Plan 1. A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific ni httime traffic control measures pursuant to the TMUTCD; Vol. pg. b. If construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at the job site any time work is being performed. 3. Plan must set forth the time of completion for the job. D. Design Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. All underground installations shall (these are minimum depths—utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power — 0 to 2 feet, nominally I' Phone -2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable -6 to 8 feet, nominally 7' _. .... _.. 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. 7. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a. be bored or jacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing if the annular space between pipe and casing and soil exceeds one (1) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; Iva Pg. / o� c: TxDOT Standard Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. 9. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed- 11. llowed. t1. Company must be careful to notjeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided meeting ITAUTCD.reauirements. _ - ...--- __—_----------------._... 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Ernereenev work 1. In the event Company is required to perform emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company Vol. Gam✓ ' Pg. ��� shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. F. Repairs to existine facilities 1 Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation oftetilhies When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. High Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception ofthe maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth Type of Pipeline (below deepest ditch grade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. ,dmeoFi�aroidd Yat. L s I I (tg-�pII11eV % I I I ® w' 120' qq I i SIM ADAD YDAA q `va ISee rofaf 4 L 5a— IN' I u• x1. ao+. Isq zle 15 I <50' 195' S<0' a5' 90' 320' 195• sD sL0• ssD• 600' $o' loo• mo' I I 35 aaa� 550' 605' 660' S5' I SM' 295' 60 6W' 66p' T20' 60' 120' 600' ]50' 65 AD 450' 115' TEo' 65' I IM' nORORR 90 TLO' T10' B<0' IO' AxE:4D 000' 4R' I IS ano-lo 9J0' 510• R 1e• x .B• nldcd- TCP (2-1c) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2-1b) WORK SPACE ON SHOULDER Ccnventional Roads I. �IQ END ROADWORK. LSO -i I 24 'u. 21A ]le I � I I I V Isco pl4x 1 L s I I (tg-�pII11eV % I I I ® w' 120' qq I i SIM ADAD YDAA q `va L[o-2 IN' 2f3' 295' ]20' 111 B0' 34D' u• x1. ao+. Isq zle 15 I m TCP (2-l0) WORK VEHICLES ON SHOULDER Conventional Roads LEGEND Imnla TYI, ]• (tg-�pII11eV �(MJ Meo✓Y 9n'It VMlclo ® w' 120' qq I i SIM Trcfrla flp q i1W RQ 1`1"w lea µ Imnla Ylnlrua Su a}glralun Ylnlaua MIfW IY 1Car tuglh p.p�a IWjilry it lro tvylNJlm1 S y}lo Spee if% prleu 1.IS— MIee1011e i20 lugnl fam 9• 30 'o i 20' I50' 16S' KBO' 30' w' 120' 90' ]5 <0 L• 3 60 205. 23� 215' ]S' iN IED' IN' 2f3' 295' ]20' 111 B0' 34D' 155' 15 <50' 195' S<0' a5' 90' 320' 195• sD sL0• ssD• 600' $o' loo• mo' 240- 35 f•Y5 550' 605' 660' S5' Ila' SM' 295' 60 6W' 66p' T20' 60' 120' 600' ]50' 65 450' 115' TEo' 65' 130' IM' 410' 90 TLO' T10' B<0' IO' 140' 000' 4R' r50' 029' 900' IS 150' 9J0' 510• R nMlele pe �1 if CM iM iTr mcl-ol — tl RIOnIY to 6mn rmnem alr. l•Ldlglla a1 iWer6i1 e•v101n ar ormctlfn s•vm:ea spvpElWxl TYPICAL USAGE aoaa[ span swAl Irna atcacout[ fa< lou Wa[Ial si.nLNer IWI SixpOMIM sinillWFl I ✓ J J GENERAL NDTES 1. flo0e BItoYA la dla�e ,!va elaary wa AneIIAEA I. el I tta((ic a,lml 4vlma IllYcltakf ve P[]'JIXFp, naapr 1hw0 mu!q rIM tla Mlaple eyal [q b b.IHaa 4aT aMOO In I.b Dlan. c io- rallaa mtnlwc: aR •lan Wwa,N Cy W 4piroar. 1 SIWpI IM mInIN YgJl4 W DlcaaE 0 fJnlm cl ]0 Iml (rm ,vasal Iranlq vl. 4. shm. vmmly rlln m w nlm mlmvlry mroum, nmfilm. emlllcfloD x HrvM IIaHe. /.9xM rmlale vlln a lla lwla p mq aallm n 40. b paumq u to Im rzel In m.a,vY e1 Ih a -m 0l aaY elypTYa rlrlwf 6vafulY Of(nCllry tm prlmearo a pcl I!I or rM mY. Ir rrYne o'a m Ivey m0am: hA rmWrl<p o, r elMr TM 3 mMlllole .fy IM Irvrtle Leilml to In Dlce, iypv BaalmCel cNf Ilxlrt4 w1 W —II WHIra Ip SW r rmlalo otl I k 9mnlaol rnzr vnlalc vi", mr A. b Mal. o vrl tno xp v A. (aahl6 m:t-ie iN:e acn m rc o.thf vh e,,oa see WW6-1.rm aWlp/.vx m dr".myoy., <.>vvc.vya ad vo.oye. I. 4Wlf tl\ r6\ILlas o ahr epalyilr Mlid p COAq rca IM flp!-1' lim vq rq 1 m 1b prk flwlhr. E. MI -1 -p ow eII aI- ml b uaq m claw ar MI -ID 'FOId L5d 4NU3• elw rc Sally art m cvnenli0nl rmlga'e. Rr Lvuhaclim ar volnlmacd wNro» wrR apclric pdthl lIt L� rFAAI'T' I, It- 'o,* Cd fof{0 Borlce3ie, 51Me vN IMlly Xa1d1100• �Tm'a9 LtryrrlJnvJW Trcns{orialla9 radmoz<w mwn+ TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP(2-1)-12 NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now Gro Commal;c ai10AS [company name], hereinafter referred to as "Company" it Te�xAS [state] Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to lay, construct, maintain, repair and/or operate atelephone facility under, over, across and/or along ccrtain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: Q7un-1-k At the Intersection of Saddle Creek Dr. and •� Terrace a bore will be made crossing under GunWak Terrace in the P.U.E. and buried Fiber optic cable in 2" conduit will be burried at a minimum depth of 36". The location and description of the proposed installation and appurtenances must be fully shown on detailed drawings attached to this Notification. The Company sliall commence actual construction/work in good faith within 60 days from the date of said permit and shall complete said construction /work withinga working days. (COMPANY MUST FILL IN). If such construction is not begun by the 60th day, Company will be required to provide a new notice. Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at thejob site any time work is being performed. In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may, take as long as two weeks after complete application is received. Vol. '3-7� P9• /G �/ Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds forjob shutdown. By signing below, I certify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. CE - 0 60M&IUIIkdf 0A5 Company Name Charles To,.c/rso/1 By: Signature Title 3001 Earl Rwdder Foy S. Address Co//Ge Sfariar� Tx 779gS— Phone Number Email: rJ0.GKAoq@ceoe-1'r--Col'1 Vol. pg. �D t ACCEPTANCE OF NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated `h except as noted below: (Month/Day/Year) EXCEPTIONS: � ou. - Brazos County Engineer Vol. 5;"J-2 pg. /�� U y !F ! o 4E Y 0,2616GY,Y3le;;- BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN 13RAZOS COUNTY RIGHTS OF WAY A. General Requirements 1. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. __.---- --___._._...------------------------ --- ------ ---- 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Control Plan A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific nighttime traffic control measures pursuant to the TMUTCD; b. If construction is within ten (10) feet of the roadway; or c.. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at the job site anytime work is being performed. 3. Plan must set forth the time of completion for the job. D. Design Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. All underground installations shall (these are minimum depths — utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power — 0 to 2 feet, nominally 1' Phone — 2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable — 6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. 7. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. Crossings under a county road shall: a. be bored or jacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing if the annular space between pipe and casing and soil exceeds one (1) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; Vol. 2? �� P9.�� c. TxDOT Standard Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. 9. Bore Pits: a. no pits shall retrain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; F. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a, location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c, based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to not jeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided -neeting.TMUTCDrequirements. _---_..-------------...--------.-___..-----._-. 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Emergency work 1. In the event Company is required to perform emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company Vol. i' P9. �'p shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. E Repairs to existing facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities 1. When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. High Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth Type of Pipeline (below deepest ditch erade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Voi.pg % %/ I I.. 14 ROA. r END I � ARFAD aao-m AOAO YORK ROAD ° IS<o nolo xlA A10R% AHEAD, a. t h A. p Moo rot" 4 L $} I 4 = 150' i65' 100' iNA AOAO'AORR 10' INck MCAtOd' Llfawva< IiWI I IIry /� Lk.'J xa ,.M 21s I I ILO' I I it 90 ♦ pgk Sn C 110, ar lni I I °i IkW Iw AS 450' ,95' Soo' I I S20' az I ANraD / S 4c0' A I ROAD WORN ss' I "a5B Sm m1e a 295' iif'N uo-x 60' yt, frvnol lino Oovlc(dm I 60 650' 715' iev' _ iI0 I aw m.lnoa Ir 65 100' 70' 840' 70' Ic0' 11., 4)5 ' k v0° le O nlnimn °°uoaamrirweiaa 1=5 =75w815' 900' 15' 1 1S0' 1 90' _ I �] x 15ve wren < L 51 ISm -to. 4 L ll— I I baba I I I I a 1 a d I ROAD woAR AHEAD ROAD YORE P x M. 4E6'.%II' xlo MM ll iA.. -1. vA V I it I I TCP (2-1a) WORK SPACE NEAR SHOULDER Conventional Roads 1 Moo rot" 4 L $} I 4 = 150' i65' 100' iNA AOAO'AORR D9 INck MCAtOd' Llfawva< IiWI I I I /� Lk.'J xa ,.M 21s I I ILO' I I it 90 ♦ pgk Sn C 110, ar lni I I °i IkW Iw AS 450' ,95' Soo' (Sev M oI I S20' az 50 ANraD / S 4c0' A I ROAD WORN ss' I "a5B Sm m1e a 295' iif'N uo-x 60' 40• % 24' 15ao an,. 21e - Moo rot" 4 L $} Cnpnal_znp, oa.l«° = 150' i65' 100' M Pp oy-'WI.I D9 INck MCAtOd' Llfawva< IiWI 90' iral lef IMVAea flmnim urw Bm't /� Lk.'J <vlmle V4gVbl< Weecpe Sltlt IroEI =0' ILO' I30' 90 Qila 90' �fJ I I I55' AS 450' ,95' Soo' 45' 90' S20' 195' 50 ANraD / S 4c0' ze-Io ROAD WORN ss' `/^ (11 "a5B Sm m1e a 295' I uo-x 60' 40• % 24' 15ao an,. 21e bD0' I TCP (2-1b) WORK SPACE ON SHOULDER Conventional Roads m TCP (2-1c) WORK VEHICLES ON SHOULDER Conventional Roads LEGEND TYpv J omrl<M< v • Cnpnal_znp, oa.l«° = 150' i65' 100' M Pp oy-'WI.I D9 INck MCAtOd' Llfawva< IiWI 90' iral lef IMVAea flmnim urw Bm't /� Lk.'J <vlmle V4gVbl< Weecpe Sltlt IroEI =0' ILO' I30' 90 Qila 90' �fJ llwwr YlNfvmla ° aNc o�:lml. . ua Y 141 l✓Tle �f�tc- M.li°I I°H°iq liIm %% Mrlvum Swo1N'y1 W- rlf°a orr rm1 imr° f4�f °1rtv°• WIfW�RI Six< 30 2 = 150' i65' 100' 30' 60' 120' 90' -0 L• v5 205' 225' 245' 60 35' =0' ILO' I30' 90 20. 295- S20' 90' 80' x<o' I55' AS 450' ,95' Soo' 45' 90' S20' 195' 50 500' 550' 600• 50' 100• 4c0' 240' L-15 s50' 605' 660' ss' 110' Sao' 295' 55 6C0' 6E0' lM' 60' 120' bD0' J50' 60 650' 715' iev' 65' iI0 T00' 410' 65 100' 70' 840' 70' Ic0' 11., 4)5 ' l0 1=5 =75w815' 900' 15' 1 1S0' 1 90' Sq0' {1 I * Wnenilmvl H ,l MIY X*T< lo"At" tm0 4nl fC °if. L-LoofM of TW IFTJ ♦-Vldte of Off5U11R1 5•P-M,I 51v°E1. fll USAGE WORE TYPICAL SWHr dill IfAY I.'RA'CYYiF IM1F IOaI OOWIIW LILi1G\Pl 1L44 Sl1i1Q1'/2Y SL.:IpWT J J J J I GENERAL NOTES 1. il<Ol wtdclad f° °IPE M o ntafy ve FS001A[0. i LII 1 'M mllMl Gvim< II Iwkcicd av P6UJLiEi. <¢o<f tpc;a .".,.TM MI kleble eryo1 m p .11111 MT <101M In fh vlm0�tar.1WmM`M`oe .1K, M dpYd.w "Y "I flgllar. J• $=ltd wtcivl Y. it W .1.0 a ¢I.!— or b fM I. .11 tl—IoJ 1. <. 9 Y<Llala of. JW "" RIP I"l—IT, rotollM 111:11ry. IIINImarf 1M10. L5Radw YMi°lav lRallil Reuld Oo vMirc Ir aT 6<Iad1=.. t0 I9 fnt In maim or lm cm <r r:w evJcn.< .Il, —, I, a".,I, An. Cv}nal e ¢ apllfy at 1M vvk if wvuc a'o m I., yedvrt M ratl ar vaL mgltf w rt.,r IN nvltic ,Iwc t° o,, N lace• m J Oar, v a1.v e. MI. lry 6vlwe mr M mL<t.Mod for }M 141 VIM 3"lo S WIl iapl AEW vcRl4la v111. rt mIA.Ii..1 off Mo 0.w] 6. Sue 1. IDIS -ll M, f I' d Rl m dla . Rifo.Il< W <po'aY4> aM IrxlinMoFNV. 1. . 'W11.1er eNA [WIpWtc MW f' rear Ilp rlWi-<r-w1 m mC l m m tm pndd e!wller. B. LRrs 'SX]LOq f11 nM, ecY(, o In >1rc< of .1-lO 'FOAO \WIY µFLY' cl0u fm r�wld>.vk VI [vrvmtirtvl rccc.%6 lv cuvnrwllm o-.a1�rlmvFe mer wrx xv°clri< Ino. roJ,,' 0 t1e for r. fo molal cm Eo taM in 1m prol SI GFI:EALL loffl fv itca s01, 9m,ldomo. slur. ab ttorno Rural1". I Texos DeparfmmltW TransycrtolPon ® rm¢dra;ar at>m TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP (2-1)-12 NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO; THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now C Eo COMMUnl6 aclon5 [company name], hereinafter referred to as "Company" a 4,t [state] Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to lay, consnuct, maintain, repair and/or operate a telephone facility under, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows; At the intersection of Saddle Creek Dr. and High Meadow Trail a bore will be made crossing under High Meadow Trail within the P.U.E. and fiber optic cable will be burried in 2" conduit at a minimum depth of 36". The location and description of the proposed installation and appurtenances must be fully shown on detailed drawings attached to this Notification. The Company shall commence actual consnuction/work in good faith within 60 days from the date of said permit and shall complete said conshuction /work within 9D working days. (COMPANY MUST FILL 1N), If such consu action is not begun by the 601h day, Company will be required to provide a new notice, Company declares that prior to filing (tris application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at the job site any time work is being performed. In the event of deviation from (tris notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. I Vol. pg.. ��] Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds for job shutdown. By signing below, I certify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. CFD Comm&LC-m±ion5 Company Name C6trles To, c/Csoq By: Ae 5441, Title 3001 Earl RNdjer %y S. Address Col/e� $1'�-hion TX 77$y� Phone Number q79 — Hil6'— 0 OS'y Email: rJ0.GKson<eCeoei'C.G0&1 va.1,71s�' Pg. /%/ ACCEPTANCE OF NOTII+ICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated except as noted below: (MontlVDay/Year) EXCEPTIONS! N owe Brazos County Engineer Vol. r pg. : lC "rt- _y"r'� ..`a \*.S.&^-xar ^�'a'r�. 5 tiri4iu -•- ra"hsv:6L'sfi�u� F�v*'`'..i3EaYa'Sac.�ri x�liggg 454a.'- _, s . 4�1a v `k .. y'� syn, , ix _ �� ��('_.'c} f' a 1 • • • '• ••. • 8 � e 'lk t ^�, \ i �„!t _ fx rLM yet ti's.` .rCr•`. -a .'w _ . 4 .a* - ,. � � A'�'ir � YP_ .iy 'ri" y�+ ,�•5y,•s'A'€ at 4`�,.'$„"� 4 QN� i -a ,., d z x� .: °;�. P �>• - \, ✓' e t�`r�"s#"� r��i-E�H10"e.^..,.`-^�^L.".�>'^�-.'9'Ltd'.��T"'�:a .Sda �S>yt.,.Ar, ->`d ��-_ ' " vk \'✓� .#^�a>•e„�a.. *i- •rf'�{� '�'-"iv^" :... ,. `��.'� '"�i* 010,-1 `y Vol - UM �g +y.,u r •f;r a v, ,� r� .fir i�� ;,• .y "" l�' h " r F 'i Y C uzi ^ es >s Rte` .ri fl ..Cr W. ' XE- D, a"y!inyk .yt,srs"^w••��e"ly.i..t ' �` ,� �.�K � 1 � �� 2 4 >�C.g �.✓ ✓.i V r,r`�' Y�.e. %�f S-'^ t �n i 6�'°^�"..£ � Cii''C'1 'h d' ; .I.< v e �� ---� 1 `".t'k i `k.z ' 'i �' `'.,ir }'"ci •.,,4 e n..y ii' G� .. _ ��. �i i ii._ g(Si.t �Ry 'Y�,�'i' .✓�-. il'�i? ,�,y'i.T'4>'i. 'S 1 "�s rr g'"%'3y`fs j oogle Earlth �, �: r mit ,Y �a`v^ d n4 i�� a Mi �i ©2016 GOog12�„ti..�..�,...- BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Regulrenzents I. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Tra(lic Control Plan I. A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific nighttime traffic control measures pursuant to the TMUTCD; VOL �rJ` � Pg. _17 b. If construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at the job site anytime work is being perforated. 3. Plan must set forth the time of completion for the job. D. Design Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. 3. All underground installations shall (these are minimum depths — utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power — 0 to 2 feet, nominally P Phone —2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable — 6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. 7. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a, be bored or jacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing if the annular space between pipe and casing and soil exceeds one (1) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; vol. 2 p9 c. TxDOT Standard Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may requite shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may requite shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to not jeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided .meetingTMUTCD.requirements. --.-__-.----.----_.__..---------_-_____—. 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Emer:encV work 1. In the event Company is required to perform emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company Vol. P9. 7 shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. E Repairs to existing facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities 1. When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. High Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. --------------- ... ... ___. 4. Petroleum Pipelines: Depth Tyne of Pipeline (below deepest ditch grade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Vol. Pg. / �D .Sm rofoo < 6 51 I I I I I I I 3 8 I I X14 I -_ 3 MOAT( CM -10 aa' A 46• SaWm- Ic 11 TCP (2-1a) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2 -lb) WORK SPACE ON SHOULDER Conventional Roads lYov ] O,arr l<a_h _� •__ co o i'M Carlceo ,n, IQ 8 END v � I � .�. SI6a irornv fl<w q.AD Plw ixaxiwI 21A I I SOAR Lvplfu]I bl I I ANFAD ♦ I I] 1 rQh VMlola I 'm 150' 165' ISO' I D 120' 90' 35 L• 65 60 ' 215' 35' 1 ]T t60• 120' 40 I IS5' 45 , . nml-p- Nm vn "of coke m tr. pTo xi_ W., 90' .Sm rofoo < 6 51 I I I I I I I 3 8 I I X14 I -_ 3 MOAT( CM -10 aa' A 46• SaWm- Ic 11 TCP (2-1a) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2 -lb) WORK SPACE ON SHOULDER Conventional Roads LEGEND lYov ] O,arr l<a_h _� •__ co o i'M Carlceo ,n, IQ 8 END v � ROAO'AOBA .�. SI6a irornv fl<w I I Plw ixaxiwI 21A I I I Lvplfu]I bl I I ♦ _� IrrxlLJllrel 10• ? 1 rQh VMlola ]0 LEGEND lYov ] O,arr l<a_h _� •__ co o i'M Carlceo wawnea wlb.. m I<,t. ypy S� voyl_ 1 ® Alrongly l)wl rTrvla irallR NwntoO Flc 111w Yrar BO>E /� Verrm to Oageb la Lf WfacCo sIT 1➢WI .�. SI6a irornv fl<w Q Plw Gp rlacmr (Soo Iwfce 1 i SIL I I � wawnea wlb.. m I<,t. M flmel Aw LF1Y I L I rTrvla a.i.wle rwr L.irilb uv°mme"0 at IIxIM �� su Stoaf K'j Q XX ailed f 1 ,y Lvplfu]I bl ♦ Nfm' 1M rml Tqt 1pyull 01 ]0 2 150' 165' ISO' ]E' 60' 120' 90' 35 L• 65 60 ' 215' 35' 1 ]T t60• 120' 40 - ]$0' 90' 00' 290' IS5' 45 , . nml-p- Nm vn "of coke m tr. pTo ' Seo' W., 90' RO' 195' SO rar cm<Irkrlm T rolmm o <mrr 1 r<.x, sW<l rlm pr0lecl reaulraeentE fx cm m tT..S I v<,— • 600' 0.21,11 50' 100' 100' 240• 660' 55' 110' 500•' 55 L•SS' 120' FA' 120' 600' 350' t00' f5' L.]0' l00' 410' 10 ]ON RO' S<0' l0' I 140' 000' <y5' ]s ]50' 025' 900' ]s' 1sC' 9W' se0' (Soo Iwfce 1 i SIL I I � o f5<o M<la ]I M flmel Aw LF1Y I L I pz+And z� 2 4 uD Q XX ro— tugllla Icvo pun o(!. J J K'j Q Wa-3 x 24- (I Isee -to tr 31• Ivcr[vf Korviof vcf. L -L mlar,roorfo l•LWOtb of ]mnf<fTl i-NIEtM1 Ot oflaof lril 5•Pw}p5 Spoof lA9H) au111 IIrT.of I A cr e— II(Illa. A SML.v \'dleI VIm 0,. E'd11E W Y&mRfilh I io uvE obll[i 11 rn W PovitlapC }I to IW feel la ot,av'e Of b pf a -a arpfve rltrOX eN v[<ly orf%tIM <b I W1v'Arn C pgllry oe IM10 rvl ]f rvYao To ro Id4Vr aefmrt Epi i �I plrco• 9T1Mrlafaa a NoaqMtlq mvlwl w/ Ce i vlofiotod t]T Vomnllaye IWll.i 1 S. bl1 WWWI*VIM IWa mr of pmlllmof off pow0 S mrfrxe, to Mvm erwl In crew T to efeve 0 •I Eer —kk eppr (Soo Iwfce 1 i SIL I I � sxeAl lino ]xrw¢ourz Lvz rw I L I pz+And z� 2 4 uD aoADvaaA J J K'j Q Wa-3 x 24- (I Isee -to tr 31• Ivcr[vf Korviof vcf. TYPICAL USAGE woa6 sx<n sxeAl lino ]xrw¢ourz Lvz rw 1. FlMs vltaAd to elw Mwe abm, pz+And surtauAv ]wl nAnoxaw suifvugr ammra .lm INT lTgl. af:mal vara mna raa .MIN Mo tof. / J J J M TCP (2-1c) WORK VEHICLES ON SHOULDER Conventional Roads WrTexar afpcdZmV.' 7mi;svxId,'m nen: Ege;w mnm TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP(2-1)-12 mN GENERAL. NOTES o, 1. FlMs vltaAd to elw Mwe abm, S . r, M!0. z All tratln <mlml %W. lupamm me aem Imre - m ammra .lm INT lTgl. af:mal vara mna raa .MIN Mo tof. l pima w tw. minteveo er lM rrglmar. rl— IIM o W of 3a 1, 11<61ne5 WIW lel awle a omme p m1mTv ar ]E Imf rr® 1 I Ivcr[vf Korviof vcf. nMo mf Nfe rlxo <,.1 au111 IIrT.of I A cr e— II(Illa. A SML.v \'dleI VIm 0,. 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M TCP (2-1c) WORK VEHICLES ON SHOULDER Conventional Roads WrTexar afpcdZmV.' 7mi;svxId,'m nen: Ege;w mnm TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP(2-1)-12 mN NOTIFICA'T'ION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now CEO COMMd4;C a-ilOrlS [company name], hereinafter referred to as "Company" a Tg,��< [state] Corporation, with authority to hansact business in Texas, acting by and through its duly authorized representative, and her notifies the County Engineer of its intent to lay, construct, maintain, repair and/or operate a telephone facility under, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: At the Intersection of Saddle Creek Dr. and Majestic Oaks Court a bore will be made crossing underneath Majestic Oaks Court within the P.U.E. and Fiber optic cable will be buried in 2" conduit at a minimum depth of 36". The location and description of the proposed installation and appurtenances must be filly shown on detailed drawings attached to this Notification. The Company shall commence actual constaiciion/work in good faith within 60 days from the date of said permit and shall complete said construction /work within qD working days. (COMPANY MUs,r FILL IN). If such construction is not begun by the 60th clay, Company will be required to provide a new notice, Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at the job site any time work is being performed In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. Failure to notify the County Engineer's Office within 24 hours of beginning constriction shall constitute grounds forjob shutdown. By signing below, I certify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. CE -0 60MAIV icccfiory5 Company Name Charles Jo..c/Vson By: Title 3001 Earl QNad" fwd• S. Address Co!/e� S¢atior�, TX 77gq Phone Number q7q — Nqti— 0 05'/ Email: r;aclCfon@Ceoe-I-c-r-a 'I Vol. �2 L53 pg. /3 ACCEPTANCE OF NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated except as noted below: (Montlh/Day/Year) EXCEPTIONS: N °we C,gb,v,- 4� Brazos County Engineer -211-1 2S 1 pg. I .tr Y ;.vs .. . - a..,r.-.,�sz:n�+as�:...u�.:e:a..�-:*.�'eeur i.::r�u+�-.. ..,,;• ' � � � .,�1'f / ? E YEN .`� a, � - • - . � A ijacros NP c �y r, i .moi s •1;`4 '' Yn t Y � i� 3t' yt fi l Sr '-r i£�'� ♦ iK`N � r C F i"e ?: _ �? - �F \ �' �. .. eft �� 2 a'... v♦ v � _, ,.y � ._ fjl rw�'"`Y"M '11r f •t ..y �� A� 2�y �,$,. ie- v� t � ` r.: f' .. .,r f/fr r ^9? :� r ' yf � � .�` �:r 1:.�7 � 1 a!4 ♦ ' \ i�.k1 x :,.�f yY .! .� ' .��'ve fTe _ r '� ♦uT� } s Z �!'I...Jv v �s 'p .A/`F Y �Y�✓y S' S . zh �Y Ls ,F,. i G �iy, ;K'^i`- � ��.�i�. - �. �v �> R# ©2016.Googte'.,t-;f"'f"..'�2.� ,rfw°t . '.. ��i.�=`.�?*',"�ci:.xa .�`� .S''`-t,�, �; ��"�'„tl,.,. '_..200fl BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirements I. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Control Plan A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (Le. pit, excavation, hole) left open overnight, requires specific nighttime traffic control measures pursuant to the TMUTCD; Va. �S✓�� - Pg. / �lo b. If construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at the job site anytime work is being performed. 3. Plan must set forth the time of completion for thejob. D. Design Standards I. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. All underground installations shall (these are minimum depths — utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power — 0 to 2 feet, nominally I' Phone — 2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable — 6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location, 7. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a. be bored or jacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing ijthe annular space between pipe and casing and soil exceeds one (I ) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; Vol. C;-1✓ pg. / Y7 1 c. TxDOT Standard Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. 9. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative, d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed daring a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to not jeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided meeting.TMUTCDreauirements. 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer, 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Emergency work 1. In the event Company is required to perform emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company Lo, �S_3 Pg. / X shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. T Repairs to existin, facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities 1. When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. Hsi h Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth Type of Pipeline (below deepest ditch erade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. I Vol. 3 pg. 1�% I 3 15m role. 4 0 rola° 4 L 31 — - I - 2e e I 'Abe I I I 8 jROAD AHEA END I 3 ANFAA ROAD WORE ,{ I u5 -x I MO -10 19• x 24' I1.rnlo 21A A 14 IFl(ga- I See n<1< II TCP (2-1a) TCP (2-1b) WORK SPACE NEAR SHOULDER WORK SPACE ON SHOULDER Conventional Roads Conventional Roads v I 014 .. ma.m nm,b Do.pee ROAD:..... Iqu+y N<M1 VMI°I ® LM1ck NVIfl1M'- AMrncNf'IrWz HORK ttcller vvn<e Tromina tnw em° qq vonmle Ovge Jl< L+J p<eec°a nlyl boar AREAD 51,n ROAD b 3 WORK _ 263' 295' 920' mo -lo AMD 4o. I 4X' x 1n• 10' we 93c' 4ys• 540' IS'a °ame u roto 1) I o E I h 400' I _ le ll°4o 21 L•WS 550' 605' 660' p 500' 1 [Imrvllxl+q mrl<m 600' 660' i2o' 60' 120' fico' 50' °wt vwl le°n el.tri n th i00' Odle' 1.1 - el irmvleE •q. 55 I ISm TCO' Tlo' 640' TO' 140' 1we ranf<1<. rl' r3 150' 025' 900• TS' 150' f,fm ey ra 1.4 Soo' 15m role. 4 0 rola° 4 L 31 — - I - 2e e I 'Abe I I I 8 jROAD AHEA END I 3 ANFAA ROAD WORE ,{ I u5 -x I MO -10 19• x 24' I1.rnlo 21A A 14 IFl(ga- I See n<1< II TCP (2-1a) TCP (2-1b) WORK SPACE NEAR SHOULDER WORK SPACE ON SHOULDER Conventional Roads Conventional Roads M. roto. 4 s 5 �eeg I 55 b` ROAD 3 I 22� WORK L T ANRn0 FRD 0.cz ie• AOAD YOAK SmO°Me 1) mo -2 40• x v. 1S nef° 21A I rnD fl0A07DRK i5e° nMe 21A „Lsg OR TCP (2 -lc) WORK VEHICLES ON SHOULDER Conventional Roads LEGEND v 1 .. ma.m nm,b Do.pee ROAD:..... Iqu+y N<M1 VMI°I ® LM1ck NVIfl1M'- AMrncNf'IrWz HORK ttcller vvn<e Tromina tnw em° qq vonmle Ovge Jl< L+J p<eec°a nlyl boar AREAD 51,n Traryl° Flv b 3 fn1'_ �1J rl<CMr _ 263' 295' 920' 4W 4D' BD' 4o. I53' QID 10' we 93c' 4ys• 540' D WOflK roto 1) 195' 50 50J' 550' 500' 21. 400' 240' _ le ll°4o 21 L•WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' i2o' 60' 120' fico' 50' 650' 115' NO, th i00' --"41W 410' 55 I r0 TCO' Tlo' 640' TO' 140' 1we ranf<1<. rl' r3 150' 025' 900• TS' 150' f,fm ey ra 1.4 Soo' o ale ofof—,, .t, loonln In eco. 4m -o ....... imeo er *r°m< of crio.eaxl,q ewl<pa I <f °11 Iilme. I M. roto. 4 s 5 �eeg I 55 b` ROAD 3 I 22� WORK L T ANRn0 FRD 0.cz ie• AOAD YOAK SmO°Me 1) mo -2 40• x v. 1S nef° 21A I rnD fl0A07DRK i5e° nMe 21A „Lsg OR TCP (2 -lc) WORK VEHICLES ON SHOULDER Conventional Roads LEGEND �__ ' rypp 3 uvrla«e .. .. ma.m nm,b Do.pee 2 Iqu+y N<M1 VMI°I ® LM1ck NVIfl1M'- AMrncNf'IrWz qq }Fj ttcller vvn<e Tromina tnw em° qq vonmle Ovge Jl< L+J p<eec°a nlyl boar + 51,n Traryl° Flv Q FIGO fn1'_ �1J rl<CMr [mip zwee K roeula o::inel. cmn.. u§Imm Wn1M � °r Slm zuwvlse iei•[ LWzm Pmellillq me1N '.pglN]II<I K% u z l°f,' °• a vlNam Yr z lox:m wrpl •iama r9» 19'of, 30 2 I50' 165' 30' 110' 90' 35 L• °5 21.' 225' 2°5' "'' 10' 160• 120' 40 263' 295' 920' 4W 4D' BD' 240' I53' 45 93c' 4ys• 540' 45' 90• 80' 195' 50 50J' 550' 500' S0• 100' 400' 240' 55 L•WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' i2o' 60' 120' fico' 50' 650' 115' NO, 65 t30' i00' --"41W 410' 55 r0 TCO' Tlo' 640' TO' 140' 000' 415• r3 150' 025' 900• TS' 150' 900' Soo' i I iF Gv1wn!Ival me° Nf—, a1y %%rmm 1mgMe 6[d. rowp mf. E�Emmn <v 1am11`n n-uaM or orraw rzn s-pe,lee sxecuvw TYPICAL USAGE IyaRE XINz Sxdi iEPL IxiEPi➢4iE lwF ipY vUMiIPI SEArIMAPY iLAl 51Ai]°N/RI StAilzlYRi J J J J OENERAL NDTES 1.Flg Pic le .1,- rb. a ve AF➢JIxfD. Z. I hmfic —lml mrl.,I I11.110W ae 11 lou. olm !rote .1..11. Ile H1-11 sane, m) q mlryee •Iml elel[< In Ile Il..m im rdrt Ire ealn!dam vmR N w'o. Ey No WImer. 1, Sh*ll[e mtofi. b Wood. 0.1. of ]0 ryml hve e.r Y[nl.la Ir11.. •m. 1. SYbi+rlM W of ;i vol,reMlry, 1m ,AI vull lvflifae!fWG l poll x4wit 1.11,101. 1.1 h<1W ., 0t Iwa f.., If wl W Rvl"i 3I t<!m feet In m. v�v or Ile 2m er Vav fW of rllkuf <11or w ... .--lo pmtrw or oorfyminewr- lfwWv mcml io o;. 1. dR , c B 1N 1or rpylr< Itn IMIIp 11. 1< rauln to pl .,. rr' ] emleMvi ¢ 011.1 e1. hlre m.ltte vy to w4eII.1 iR .1 YC Ve01<1[ a1.1W. 3..welllaul 96n YMlal°b rlin Tw m/ e<pvalllmu0 °fr M° MwJ wf°x, mt!!° Moee dam In maer fv Qoleol ° •leer vk.pao- 6. Ye LJ 15-11 !w ea116i ei4 m <Ir1Ye 114A•Ly egvvaaFya oft 1. Irctlw vA rtlllel<e v MM' eml IN, mule oe roY IN fIMF°I-•ay lira mA N1 p:Fcq m im Nu.] e1WIeor.0r. e. [RIb •ApLlttl 1.4' OIW ¢r W .w In <I p[[f MI -1° 'POW {.tA[ aw. vlpn for 1b 1vt m mn:MZ.L rat+.ye ry °m<rr..ium n-.n1<tme.[ emr of .<ely mfi< ero7<cr r<wtra.°nm tpr 44cea+ v°n I.I. cm c< fnna In IM prel<cl cG1EXAL MrEs rx lion 502, Bmrl«1.p. Slew me ir<rflc X¢Mllrq Tani LRfvrh116N of Trens/rwlo110n rrmcomsav mi 'm TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP(2-1)-12 NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: TI3E COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes naw CFO C011Mu4i a a'f bnS [company name], hereinafter referred to as "Company" a TeX [statel Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to lay, construct, maintain, repair and/or operate a telephone facility under, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: At the Intersection of Saddle Creek Dr. and Stetson Dr. a bore will be made crossing under Stetson Dr. within the P.U.E. and fiber optic cable will be burried in 2" conduit at a minimum depth of 36". The location and description of the proposed installation and appurtenances must be filly shown on detailed drawings attached to this Notification. The Company shall commence actual constitmion/work in good faith within 60 days font the date of said permit and shall complete said construction /work within qV working days. (COMPANY MUST FILL 1N). If such construction is not begun by the 60th day, Company will be required to provide a new notice. Company declares that prior to filing ibis application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at thejob site any time work is being performed. In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds forjob shutdown. By signing below, I certify that 1 am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. CED ComMUniCuflons Company Name Charles J0,CKson By: 4" ;;& - Signature e5x )7r S;aha f - Tide 3001 Cal-/ 4ider fwoy S. Address Col/el StL-hior,Tx 779yl— Phone Number 979 — qq6— C O.Sy Email: {^JacKs'on@Ceoel-c-coiyi Vol. Pg. ACCEPTANCE OF NOTIFICATION Brazos County offers no objection to the proposed location or the utility in the County right of way as shown by accompanying drawings and notice datedrJ —o� a— %� except as noted below: (MontldDayNear) EXCEPTIONS: N owe Brazos County Engineer Vol. pg. til '.i ?rf ;,.-✓ f $ � - - _ I , x rk it ay./ _ ��.o x < Ci •.• • • �• •� '• • •• - 1 oy n Y:l •.r. ya �'^ � -..ems ;Y - "JIM � e -^s. � �'�. �'3@` �•'' rx4 Tr.' "S " �^`c-' �tf- s; '�.f �` � ''�i <of a x r t tit max? z $ zOw pis ti Y 4- ✓,rrrY+t v 2L i 1 It ' _ 4< �.�' rt}, _. rr- e \'152' PP'F R4..'� A' %. ry; -. • t � 3'y�y�..It � ,+ r y�e y t l�ti;a ��3'r+,�" 5 sH t �"'t: i ^� h .� ,. , �*3 9s ye"9 1�:, 5✓, i t ^ ♦ ' � `, t � s}rJ �� 1: -' / iC.•. �� 2CT{J`vC M� `�. k" ��� .:4 O2016 Coo�le. t a o 4K 'S' , e - } d r v _ .r Eli:. Y txs+l,— ..1'+. t' Wit;, it _,'r' }`" BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirements 1. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. ----io-- --t b'e- - - --- ---e------- - -- --- -=--- --- 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Control Plan A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific nighttime traffic control measures pursuant to the TMUTCD; b. If construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at thejob site any time work is being performed. 3. Plan must set forth the time of completion for thejob. D. Design Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. All underground installations shall (these are minimum depths — utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power — 0 to 2 feet, nominally 1' Phone — 2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable — 6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. 7. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a. be bored or jacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing ifthe annular space between pipe and casing and soil exceeds one (1) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; va.s Pp. / 9 c. TxDOT Standard -Specification Item 476 shall be followed for all boring jacking, tunneling and joints. 9. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than S hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling- Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives, f. no side or lateral tamping to fill voids under the base and pavement materials is allowed - 11. Company must be careful to notjeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided meeting TMUTCD requirements. 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. EmereencV work I. In the event Company is required to perform emergency seryices, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company �voi. � s'3 Pg. shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. F. Repairs to existink facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities 1. When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. Hi --h Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth Type of Pipeline (below deepest ditch erade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Iva ; 5-5 pg. `t 1 lap mmr a s D IN, aa m1. N TCP (2-1 a) WORK SPACE NEAR SHOULDER Conventional Roods TCP (2 -lb) WORK SPACE ON SHOULDER Conventional Roads �i ISfe Mtaa 4 S 5 I I Cnanallz 1M. Cavina ..�{j yppy N k VoNlal Ja' Ao' I I (-�� it 0Mtne fine0mre (®� (MJ W Q S1, W�C61i JS' 70' sloe ADAOYORK T,.ffm nw � 4 IN. lxo-x Ix 155' CS Isw mi. 2AA <5' 90' I 195' 21A M 1 TCP (2-1G WORK VEHICLES ON SHOULDER Conventional Roads LEGEND c_1z'r__sfy 3Ow[Ip0_b. •c Cnanallz 1M. Cavina ..�{j yppy N k VoNlal Ja' Ao' Tf1[� tlllpral (-�� it 0Mtne fine0mre (®� (MJ W Q S1, W�C61i JS' 70' sloe 120' T,.ffm nw 01 IN. S0' e0'240 FIMW w..a a• N a paoulo o..iipeie �'";1nv erlm"' vinlaw real Laglm Ixaryllaa ! _Y°�y Lags I�'beiml M'1f pa.lea drre SYs. iml rr. rar J� xapenf v,ama T' 00 z ss0' Iss' leo' Ja' Ao' t2o' 9a• JS L•�- 2Y.' 225' las' JS' 70' IW" 120' 90 2A5' 295' MO' S0' e0'240 155' CS TW <95' S10' <5' 90' 320' 195' s0 5001 ss0' I sa• l00• 5Go' 240' 55 L -YS 550' 605' G6D• 55' 110' 500' 295' 60 600' G60' >zo• GG• 120' am, 350' 650' )le' i80• 65 ' IN, TGG' 410' 65 10 1DD' TID• ea0• ]o' 1a0' am-- 4151 ]5 ]50' B25' 900' ]5' Iw' 900' 54W Ypro 1) N rmvpnt law, flatla Plly T. IvgMc h+u Rvl Iw'ca orf. L-Lagm of Tg IfD N-Nlpin pr O(fapllfil 5-0oalpp SNadIwN) TYPICAL USAGE wpnL sxmr sxmr ixpy 1m 1¢ re Lau rm. Rwxnn sunownr Jua..I two SM. f I f f GENERAL NOTES 1. 11g .1. 1a aloI Nva ?pn, ae Mum i. All 1[Of[ie [minl tr.Ime II INlfot. cN u"IP20, nail 1M.e Cnbdvlrx IN Klwle ey Imr a Wt,ve N, .tufep In IN plOie. a la rwflm a 1-m rak . W Np [y IN Gplmer. Y SfpeMl Ipf m,vlal : 14 W Ol. p [U_ e1:1 fml frn uroer 1.uw4 apY'01iN1.1.NW.I-11.1x. vInNmbfit, I W rbAl flMl =1Ipimmake Iltlla;A4YdIo%NItIpN I! D C. bp W1Po fN cm pf ca agplvp rltfM ehv[Oly allatlM 1M mna:mce a ylllry n rm 1 II +.lvc ap m I I. a[., M h'f I w 3 roNlrinx [¢ylro IN lmlrlo rnfrnl to ronin In .01 rxw J &1llcMef aWM Namllxlm Mlco, s1 [e mT11.1 fa Iro 1a M YMlala W 1W. A. XAINaaI veupv vanlalpa v1m nun m' a Iwaltlmp! If np ppwd velem, mar m mea erom amr b aorat a .IEa M ppppe. 6. fId15-II 1a'tlwlev _kk m IM., NIp1.g N e, enraaawya aN /oarya- i. IIwc1Iw etx MlElaa v M.'IW 0. WIO N Nme Ila.,IrooIm aamtf. .e a RI-$'ML0Mpprs1n plw .1 (9il-Io 'PoU YiAx NLD' alga 10- 9auIM vk pt eanvnflaal [ 'rt�'e. fv cmnrucllon a-vplM pam, rwlx. spxl[Ic Ixpbai rewlr¢mtc oa M.N voxipiee cm ep fan! In tM yplwt ,= II 1 rH 1 soz, Aw[IcpMp, Slpu mO Vp(}Ip Na'AllpO. -R*7exos Doxrtfrlyd N 7'rcu d1w T. re lw . ow. TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP(2-1)-12 NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now G go CoMMUq i t a'floll5 [company name], hereinafter referred to as "Company" a TLO [state] Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to lay, construct, maintain, repair and/or operate a telephone facility under, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: At the Intersection of Saddle Creek Dr. and Stirrup Dr. a bore will be made crossing under Stirrup Dr, on the southwest side of Saddle Creek Dr. within the P.U.E. and fiber optic cable will be burried in 2" conduit at a minimum depth of 36". The location and description of the proposed installation and appurtenances must be fully shown on detailed drawings attached to this Notification. The Company shall commence actual construction/work in good faith within 60 days from the date of said permit and shall complete said construction /work within'f0 working days. (COMPANY MUST FILL IN). If such consh'uction is not begun by the 60th day, Company will be required to provide a new notice. Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at the job site any time work is being performed. In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. va. S3 Pg. O J Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds for job shutdown. By signing below, I certify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. C Eo COMMUn;CaflOns Company Name Charles JO.c Irso n By: ""VVI , yrs;dead Title 3001 Earl Rudder fwd S. Address C011e—� S-fL-64/ TX 778yr- Phone Number q7q — tiq6'— 005-q Email: j"J0.GKSoneo Geoe4'G.GO.vI Fv . �S �� Pg. a -el ACCEPTANCE OF NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated �� a a - % except as noted below: (Month/Day/Year) EXCEPTIONS: / V Ov-e Q / �11 4v -Brazos County Engineer IVO,. =� 2Pg. �O �Z 4.1 BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requiremems 1. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative, 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. - - ---------_._._d-'e-t_---------------- ni --ie and ---- ----- 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Control Plan 1. A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific nighttime traffic control measures pursuant to the TMUTCD; 'Y�III. 3 P9. b. If construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at thejob site any time work is being performed. 3. Plan must set forth the time of completion for the job. D. Desi:n Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.045. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. All underground installations shall (these are minimum depths — utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b, be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power — 0 to 2 feet, nominally 1' Phone — 2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable — 6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. 7. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a. be bored orjacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing ifthe annular space between pipe and casing and soil exceeds one (1) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; c. TxDOT Standard Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. 9. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to not jeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided meeting TMUTCDrequirements.-- 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Emergency work 1. In the event Company is required to perform emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. F. Repairs to existine facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities I . When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. Hikh Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Tines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth Type of Pipeline (below deepest ditch grade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Va. Pg. D " Y M91LE I •_ mv_nol lz ln:, 0vylwv vL4LLT1¢1 Novy NPM Vg1P1 ® TrK�NJ.xCea�l ROAD NORK a no" 1 SIT AIIUD SSI I� I 11 4p ,%;efloc Flwwr .T $ b I 10' ii li' aDAowaRK gy T' I x,- 3 'i I Y M91LE I •_ mv_nol lz ln:, 0vylwv vL4LLT1¢1 Novy NPM Vg1P1 ® TrK�NJ.xCea�l q llwj:l«ip NORK a Nmewvr$IIlll) 1 SIT ANFAO SSI I� Q, P1w 4p ,%;efloc Flwwr v $ bRlc SWfv 10' ii li' aDAowaRK tta 1) T' ]0 3 3 'i 180' 30' 60• I 90' aip IsceNlwf. DA I T 205' 125' 315' OS' 70' 160' o. 40 60 0 1651 295•1 501 by yg 390' 155' 45 450' 495'50' S<4600' 0' I RO' I +I • r le lemee,'�.wer�e.m. I N� I 1x t yy L: a A FTS I 2 x i' Ja I 4 ISOs nates 4 D 51 I �1�� I ie r • ' l$Dv fatCv 4 k 5 Y I I boyo 1 pEl $ a I yLis j ROAD WORK p AHEAD END I 8 ROAD flDAD FORK >� AHEAD Dap -z AX AO 0' i 4 48' x 3P z JVDRK <B• N qB' ISvv nvly 11♦we� 14eN qeLI SCC mfv 11 46' N 31' ISaa nmo xle Eno -10 I 4D• x 4e• '$'.Igzfi 11 TCP 12 -to) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2-1b) WORK SPACE ON SHOULDER Conventional Roads TCP (2-1c) WORK VEHICLES ON SHOULDER Conventional Roads LEGEND M91LE zyea J BallcCCv_.,.• •_ mv_nol lz ln:, 0vylwv vL4LLT1¢1 Novy NPM Vg1P1 ® TrK�NJ.xCea�l q llwj:l«ip I .Ii. N "DoitE a Nmewvr$IIlll) 1 SIT SSI I� Q, P1w 4p ,%;efloc Flwwr k Gdrvmflmvl Rwtle Oily NiF S� ImgMe 1[+e 6M VIdtft arl. L•Lenpfp of Tgtrlfil 4t14m of O(hef lRl 5-0neiav SpeMllbY.l TYPICAL USAGE M91LE __ ul 1b =rml i(A1 ImEMDIAIE L F r[NI sp«nw.arlvn Ow -u. vL4LLT1¢1 mf« rueulc weirmle q llwj:l«ip byifiNircl 1'r a rap: Lmylle SSI I� bRlc SWfv 10' ii li' p,o vletmm T' ]0 3 I50' 165• 180' 30' 60• 120' 90' 35 l• 205' 125' 315' OS' 70' 160' 13p• 40 60 0 1651 295•1 501 40 1 4O' 390' 155' 45 450' 495'50' S<4600' 0' 45' 90' RO' 195' 50 500' 5 S0' 100' 500' 240' 55 L•YS 550' 605' 660' S5' 110 ' ROP' 295' 600' 660' 730' 60• 130' 600' ISO, 6a 55 6cA' 715' TN. 65 1 130' TOO' 410' TTO' B40' 70' I40' B00' 05• 75 750' D"I 900' T5' 150' 900' 540' k Gdrvmflmvl Rwtle Oily NiF S� ImgMe 1[+e 6M VIdtft arl. L•Lenpfp of Tgtrlfil 4t14m of O(hef lRl 5-0neiav SpeMllbY.l TYPICAL USAGE M91LE 'fir =rml i(A1 ImEMDIAIE L F r[NI vL4LLT1¢1 iTAi1hUP1 1LIdI STAiIUMIFr $lAi1GYRr I J J f GENERAL NOTES 1. Plwa.11. 1. elpu M 'wrcr ON Milo. L /11 irvhiv mXrvl Gerlm4 NL:ffmm ve uluzam. i..w ibee trNiW rlfo iM kitl5la eflel mi G WryeO Mm r+W 4U In+.Y Dlme. Or for rwrlro.plmwFa it w 0 3 q f� r+w INImm. B. sneBDllae mferial uvula ro D1«ae a dmy: er TC ,qa pmp+ INI.I.ea +m. I. =Ili vamDOr nm TO, 00 mm Inrm.l5y ck With M iN Dwl lielm meOet0 IIDHe. A4m 1.;w414V lnalw uvula DD Ltta r. in 11 cm pp . I'. N tv l' rrof iIlii DS+. i. if OfiPerin 1m c pnary it fns .vt If «/fine va ra ImOor ycamt Mrm]Qrvk mtllflme feylre IN +M(Iv rmkCl lv <edln In DI¢e• ill 5 Mrlcb+ v MMr Ol To. lw m<Ico x/ pc ve6Cfltuto0 Ta IN 11M Ym1C1e vd oRt 5. Xdl+Iuwl ffd0V VNI<les r111 tt13 1. O pvi11tt10 af! 1M — evrTw( m.f 1e llwe Can In vOv Iv pvip+. rl,a .vF evON a. Or Tuli-11 ry acule� m, m alrlf�p my,%., <.aeamn ON Or 4. 1. N¢+Iw wR .Ml.l!e at, a11W [MIpATr C.a10 U DCbv Nir +b fIM1-01-rq I IM w ml Pur v 0".. Ol .1&-.a. CRI-i'S1(l(M 1LS' vlD'O [q W ':. In Olv'p or 'POG M MWelpu fa W 01 v m earwlrlON; <mmeryrye. ca cowtrve+lT m.0Memev unrrm+ nrx, ..prvific D<Ofeit faQJlrwT}O 1 (Y. 6%M VMIDICC C.v, Ev IMO �7oxas bDwrhxnf of TraoiprlcNpn n�rlegv� arwa, TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP(2-1)-12 NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now C �' 0 CoMMd qi a ai70115 [company name], hereinafter referred to as "Company" a Te xaS [state] Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to lay, consh'uet, maintain, repair and/or operate a telephone facility tinder, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: At the Intersection of Saddle Creek Dr. and Vintage Oaks Dr. a bore will be made crossing under Vintage Oaks Dr. on the western side of the intersection within the P.U.E. and fiber optic cable will be buried in 2" conduit at a minimum depth of 36". The location and description of the proposed installation and appurtenances must be filly shown on detailed drawings attached to this Notification. The Company shall commence actual construciion/woik in good faith within 60 days from the date of said permit and shall complete said constriction /work within YD working days. (COMPANY MUST FILL IN). If such construction is not begun by the 60th clay, Company will be required to provide a new notice. Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prinia facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at the job site any time work is being performed. In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. F T� P9. �9 Failure to notify the County Engineer's Office within 24 hours of beginning constriction shall constitute grounds for job shutdown. By signing below, I certify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification, CEO COMMUdiCa1 06$ Company Name Charles Jo,clrson By: Signature Title 3001 Earl RNdder AJY $. Address Co11e% Station? TX 778Yi" Phone Number 97q — Yq6'— 0 QS'y Email: r^10.LKSon@ceaei'c.r-oti I vd.f? J pg. L L.__ ACCEPTANCE OF NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated Jr— —�a — �� except as noted below: (Month/Day/Year) EXCEPTIONS: %owe. <�D--- 41, Brazos County Engineer F r4- pg.,;-// h k 1fj r isr f e w � 1 /�/!' } x - � ✓ Via: � 9Y� i_ icy �; xa {0: ' }n, �3.. ,. it %1 h k 1fj r isr f e w � 1 /�/!' } x - � ✓ Via: � 9Y� i_ icy �; xa {0: ' }n, �3.. ,. BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirements 1. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and'I'CEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of thcjob. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. - - ---------------------- _--------- 4. Adequate provisions must be made to cause mininttim inconveniences to traffic and adjacent property owners. 5- No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Control Plarr, I. A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: . a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific nighttime traffic control measures pursuant to the TMUTCD; . 5 pg. .2 �3 b. If construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at the job site anytime work is being performed. 3. Plan must set forth the time of completion for the job. D. Design Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.015. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. All underground installations shall (these are minimum depths—utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power -0 to 2 feet, nominally I' Phone — 2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable — 6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a. be bored orjacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing ifthe annular space between pipe and casing and soil exceeds one (1) inch. Brazos County mast be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; c TxDOT Standard. Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. 9. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to not jeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided meeting -T AJTCDxeauirements. ....... ..... . . ..--_---�..------.__.---_-_.--.----_-- 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Emergency work 1. In the event Company is required to perform emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company I! uof. (6-77;"sJ shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. F. Repairs to existing facilities I. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities I . When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. Hi: h Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines: Depth Type of Pipeline (below deepest ditch grade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. i V 0;. __ P} . oZ / e Q iT I $ `314 a � I I I I I I I I Ism M. 4 t s M,% ee• X see m1G n TCP (2-1a) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2-1b) WORK SPACE ON SHOULDER Conventional Roads y olfl ®rypc_3 B�rlamb__.. ----Mvry I. f°gp[e}p yy tuq NI leu NVM veI°lyle � irVSk M+iR<E' 1Neufw liWl rawlG 11 ed111q LrrwveBmrU A 1Y'o=SIP9(PCgI + WORK T.11 1. Glw Q PIW � Plagovr Al o,nn, $ .1. a /� 3 V I'u' iagmf 9 A NOA11'80flK 30 2 150' 165' IBO' I 60' 120' epi M L• 60 205• 225' 215' 35' I 16o' 15eo nolo 21A 40 265' 1 295 320' Go' e0' 240' 155' 55 <$0' 595' 510' 45' 90' }20' 195' 50 x 500' 550' Nv' 50' IOo' 900' llc loe 550' WS' 660' 55' 110' I I k I �J LEGEND ®rypc_3 B�rlamb__.. ----Mvry NN pynoltrlN Cerlw. f°gp[e}p yy tuq NI leu NVM veI°lyle � irVSk M+iR<E' 1Neufw liWl rawlG 11 ed111q LrrwveBmrU A 1Y'o=SIP9(PCgI + SIOI T.11 1. Glw Q PIW � Plagovr I<.vv Mmc 71 % Canvantlanl Rpws Dn1Y if% ql ofin Imv ern rwme off. L•Lagm of Itpeiliil 11-010m of DllavflRl S•Pe31aG SPovCIFPN, " �I �I GENERAL NOTES t, ilwe oH[deE m elole+fvv elGan° ve FWI[Afd. 5' L .1111a11ie [v11lO CavIPO 111 WirG1eE ve FCNIFED, mmpl lMev tr/ufee rlm }Ip 1rlOpla p%GI eq Le W tfGe Ynl efofee In 11q w 14 W p o bF Mm [got M q IIY Gglreer. L S�kcse11e0 mIVIW .Hula W p1aW c Nnlm v! b fof frm .1 moral W ay. a. =1 101oo�ohl.z W. Tor w M0° V&. 410 VIM n M Del Io y, m NketG Ilpnle. 9 4..1 5'1. le NII1 v 1W of DO �[eG apYi[e 11 cm b pJ0111.f b ie 1.y fni 11 .. O! 1M Ow al OOY wave fl,o } y11 sly efIaro . or NrlmmKo rf pgI11Y >I iM wrR lr vY>N sv la IKSer aevml 1M rro1 v evk wtllllw faylre IM noltlG cmfrol Iv rtmin ,n i olou, m S AxrIG¢Ye r afw rlmpllxllp yrlevv vy 4 e hlmGe lY fro ow Yalele va ivl. 5. XGlf10X:191y.YvW v1aC vlm N4f ff [o yxlel.1 aft top4wE wlrcn, mtt 1. Xnm tlon In seer le pals. c .I Cai vh eixb 6.seerVlf-11fT tlW10'I RkNOIVIYI KIpbba. aviYlOmya vtl nm e. Q 1. 4m[IIW R4mlIG YWM [Wltrt @imle Ce lYlkN lbP fM rl I-1' .GI lim aq 1pf M m1M l•1ry .. or fi. R21 -s •9WStQ RRv vlpu my Ea vaee In eluw of [ail -10 'RYD.pf(1i17pp'Gipp lv'sMilGi rvkgmw'mifOyl lmDg6 icr crosfnmflm er volMo o cm!'M: r 1 wrk. s slic prpjeot raWPmanm fe' GMWY Po'Ilolea Cul CO fttlq I In fM Clvl%f GEI1ERll M7E5 fn ft® 502, Barcicvmn, 51>.v vq iroffle Rm1111q� K I `°Texps Oe/nrine.91 d 7raniprloflon rm:2maau 2hAYYi TRAFFIC CONTROL PLAN tl CONVENTIONAL ROAD SHOULDER WORK TCP (2-1c) TCP(2-1)-12 WORK VEHICLES ON SHOULDER w,WlPnu•O°' Conventional Roads 9.y 19, I TVP[CAL USAGE IVYILf Y en4u f°gp[e}p yy tuq NI leu lDc l@I mrm rawlG renrlLrvim Iln,,,"I°Xl 'W "`--•,Y J J J %N mrl[u� Irq lmrW lml N 1�•wm a OIaIRwe Im. Ife[ }ml lav iagmf 30 2 150' 165' IBO' 30' 60' 120' epi M L• 60 205• 225' 215' 35' TO- 16o' 120' 40 265' 1 295 320' Go' e0' 240' 155' 55 <$0' 595' 510' 45' 90' }20' 195' 50 500' 550' Nv' 50' IOo' 900' 240• 550' WS' 660' 55' 110' SM' 295' 55 t•YS 00' 660' 720• 60' 122'M 350' W 65 650' TI5' Teo' 65' I30' 700' 410' 700' TTO' 910' 10' Ifo' 600' 4T5' TO T3 EA' e25' wo, 75• 150' 900' 510' I<.vv Mmc 71 % Canvantlanl Rpws Dn1Y if% ql ofin Imv ern rwme off. L•Lagm of Itpeiliil 11-010m of DllavflRl S•Pe31aG SPovCIFPN, " �I �I GENERAL NOTES t, ilwe oH[deE m elole+fvv elGan° ve FWI[Afd. 5' L .1111a11ie [v11lO CavIPO 111 WirG1eE ve FCNIFED, mmpl lMev tr/ufee rlm }Ip 1rlOpla p%GI eq Le W tfGe Ynl efofee In 11q w 14 W p o bF Mm [got M q IIY Gglreer. L S�kcse11e0 mIVIW .Hula W p1aW c Nnlm v! b fof frm .1 moral W ay. a. =1 101oo�ohl.z W. Tor w M0° V&. 410 VIM n M Del Io y, m NketG Ilpnle. 9 4..1 5'1. le NII1 v 1W of DO �[eG apYi[e 11 cm b pJ0111.f b ie 1.y fni 11 .. O! 1M Ow al OOY wave fl,o } y11 sly efIaro . or NrlmmKo rf pgI11Y >I iM wrR lr vY>N sv la IKSer aevml 1M rro1 v evk wtllllw faylre IM noltlG cmfrol Iv rtmin ,n i olou, m S AxrIG¢Ye r afw rlmpllxllp yrlevv vy 4 e hlmGe lY fro ow Yalele va ivl. 5. XGlf10X:191y.YvW v1aC vlm N4f ff [o yxlel.1 aft top4wE wlrcn, mtt 1. Xnm tlon In seer le pals. c .I Cai vh eixb 6.seerVlf-11fT tlW10'I RkNOIVIYI KIpbba. aviYlOmya vtl nm e. Q 1. 4m[IIW R4mlIG YWM [Wltrt @imle Ce lYlkN lbP fM rl I-1' .GI lim aq 1pf M m1M l•1ry .. or fi. R21 -s •9WStQ RRv vlpu my Ea vaee In eluw of [ail -10 'RYD.pf(1i17pp'Gipp lv'sMilGi rvkgmw'mifOyl lmDg6 icr crosfnmflm er volMo o cm!'M: r 1 wrk. s slic prpjeot raWPmanm fe' GMWY Po'Ilolea Cul CO fttlq I In fM Clvl%f GEI1ERll M7E5 fn ft® 502, Barcicvmn, 51>.v vq iroffle Rm1111q� K I `°Texps Oe/nrine.91 d 7raniprloflon rm:2maau 2hAYYi TRAFFIC CONTROL PLAN tl CONVENTIONAL ROAD SHOULDER WORK TCP (2-1c) TCP(2-1)-12 WORK VEHICLES ON SHOULDER w,WlPnu•O°' Conventional Roads 9.y 19, I TVP[CAL USAGE IVYILf sV6i! SNtlif i[01 IMOYEaIIiF lDc l@I aDRenm srnnauln 7fRN n.rzDNwr srNTlwur J J J J NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now CEO CoMMuh/ a q-(T0n3 [company name], hereinafter referred tons "Company" a ]"ems [state] Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to lay, construct, maintain, repair and/or operate a telephone facility under, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: Approximately 580' east of Saddle Creek Dr., at the Intersection of Vintage Oaks Dr. and Lariat Ln., a bore will be made crossing under Vintage Oaks Drive Dr. within the P.U.E. and fiber optic cable will be buried in 2" conduit at a minimum depth of 36". The location and description of the proposed installation and appurtenances must be filly shown on detailed drawings attached to this Notification. The Company shall commence actual construction/work in good faith within 60 days from the date of said permit and shall complete said construction /work within 90 working days. (COMPANY MUST FILL IN). If such construction is not begun by the 60th day, Company will be required to provide a new notice. Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at thejob site any time work is being performed. In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. Vol. , 5, P9• �/a Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds for job shutdown. By signing below, I certify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. CEO ComMunicafions Company Name Charles J0,CIrson By: '4WO4 5_ Signature Title 3001 Earl Rwddcr Fwd' S. Address Col/elf S�a-Nn TX 779yS- Phone Number q7q —WC— 0Oszi Email: rJacKsoneceoe-1'c.Gen7 [v.oi pg- ACCEPTANCE Or NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated Je^ -02� —« except as noted below: (Month/Day/Year) EXCEPTIONS: N otti- . 1 r Brazos County Engineer OF IV { •i .w oa 1�....�VVyts;a-ir?f+r..�xi. ..t .... of -)..' iy ; i s• -4 +... w"'! -`�'- ryy y„ R` ` 2 Oft C f - a"r r. Y > t OF IV { •i .w oa 1�....�VVyts;a-ir?f+r..�xi. ..t .... of -)..' iy ; i s• -4 +... w"'! -`�'- ryy y„ R` ` 2 Oft I / OF IV { •i .w oa 1�....�VVyts;a-ir?f+r..�xi. ..t .... of -)..' iy ; i s• -4 +... w"'! -`�'- ryy y„ R` ` 2 Oft BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Reauiremenis 1. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Reauiremenis 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2. During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. _------------- - -.._. --user--- --=----- _ --- ---e 4. Adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. TrafTic Control Plan 1. A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific nighttime traffic control measures pursuant to the TMUTCD; b. Ifconstruction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at thejob site any time work is being performed. 3. Plan must set forth the time of completion for the job. D. Design Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.04.1. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. All underground installations shall (these are minimum depths — utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d, not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power -0 to 2 feet, nominally 1' Phone — 2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable — 6 to 8 feet, nominally 7'. 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. 7. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a. be bored orjacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing ifthe annular space between pipe and casing and soil exceeds one (1) inch. Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; V01- c. TxDOT Standard -Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. 9. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c, pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may require pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to not jeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided meeting-TMUTCDrequirements._ .. _._.-_ ... ...-----------------__-- 13. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Emergency work 1. In the event Company is required to perform emergency services, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company Fv-N- Pg- shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. F. Repairs to eristing facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation ofutilitiec I . When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. High Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. _ _----- ------ - ------ 4. Petroleum Pipelines: Depth Tyne of Pipeline (below deepest ditch aradel Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be. minimum of 3" thick and width shall be pipe diameter plus 18" minimum S. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Vol. S ��' Pg. '�25� I q45 ISN mtve A 6 51 I I I I I I I I I LIQ TCP (2-1a) WORK SPACE NEAR SHOULDER Conventional Roads TCP (Z -lb) WORK SPACE ON SHOULDER Conventional Roads aim hh� IW c.Na eh5 _ __ iypo ] Bu+lm_b •e 5 I a I rbwT Tmk VUVaI s � � u�D ROAD even M LIQ i Slryl 60 Tmrllo Flc IDN nate 21♦ FIW I LEGEND _ __ iypo ] Bu+lm_b •e Cgn611zIM OB._Ino 165, ISD' 165' IBO' rbwT Tmk VUVaI ® rrCc,fN - tr lwl tllavalT �i (]j^ iraltR VNeae FlMltp enav Bao M rOfimla OYegeaSle Weaapo Tlm IPVRI i Slryl 60 Tmrllo Flc A FIW pp'� "V flm,0er Nib. sovo6 x re<.Ilo YI Im lymp<t<4 ltwlm. YTnlvu avlrmle Umlroa rm.[ Lm.tN s w IlvreIl:IM Lm.iYleirol xx an<w "+ wrr� s6ee. m' r o vl.iwo 'v' limn i3T Tmm.6ee NISO. ]0 2 165, ISD' 165' IBO' ]D' 60' 120' 9a• 35 L• YT 205' 225' 215' 35' 70' 160' 120' 60 265. 295' 330' q0' BO' 240' 1 155- 41 `iw q9s• sqB• qs• 90• 320• ISS• s0 L nrya ml[d.d lu .Iple We xmry s. pfIBJIAmb sW s50• 6W so- 100' 1 400• 240' 55 L-iS 550' 605. 660' 55' Ilo' s00• 295' 60 4 Sub ivnlol< r1A t . bil Intmelh mmlllp INWN. 600' 4W' iM' 60' 120' L00' 350' 65 Rp vw 61 cM NAi<vn ."NYt...'Y of'MI' MN 650' 715' i!0' 65' 1]0' io0. qID' l0 61ea. TV.3 Bvrtc m 0 r mmmlw. mAl xy a 700' T7B' 640' 70' Iq0' B00' A is mrf... i. ilgw bon In m0:r }0 PNt<[t v rIM . <µ<a 750' 025' 900' 75' I50' 500' 510' 1 ao Nela 11 K Ban'ml lmol RMIY seam iFlf imv ImpfM MT-0 o b. ro all. lv 7tl4 L•Lmglp of 1<Mrlfil 1141011,1011,IOip 0! 0l154tiril 5•PoaoE SMEIIW NI Dvun.B sun6ruxr ltw suncBurc sunawr I I ♦ I ! J �I rl GENERAL NOTES L nrya ml[d.d lu .Iple We xmry s. pfIBJIAmb 5IY z ul xafii fm1N1 a.INv IIYLV R! PFaIFF➢• m[apI.'. - s mvtw.Iln Mn e]Yg1 �' a mine[ MM .tv1IC In IM . 1. T wr.b IN lmx. x bfm 11 4 mlvlm�Wm a lora . rM r®} romr.l tra.vlatl . 4 Sub ivnlol< r1A t . bil Intmelh mmlllp INWN. —1 NilUM m ltb IIY.14 A Y 1611010 Y11h a i41 IWIE M i . Wi:c N Om a ry0III. M Iv 1W Inf In v 61 Rp vw 61 cM NAi<vn ."NYt...'Y of'MI' MN pCrfvvee> puNfy er lho wk it'' 6 ao ro Imp V. M rrctl m <e'k AoNT'N r[ylry IN 1!.1116 —1- tv m 1. In 61ea. TV.3 Bvrtc m 0 r mmmlw. mAl xy a apoll!N00 iv IN Shy' 1m1v16 m0 IW. 5. Mtifim[I 9 1tl11.160 rIih NAf m N pxltluA.11 iN Part! mrf... i. ilgw bon In m0:r }0 PNt<[t v rIM . <µ<a I.a .45-11 Rr dwlG.' qt m Oalha h"N" e.yeer.NyO 0tl IT=. " 1. If—N. WY rml<le< R v1yY ry11P t OgJI. [e yAb hM1 IN flphf-61-WY I im mG ml W S m tA, fu'M NCUImr- 6 M:4 •SiAYILW .. bj.g b a um. Jn o b. 6f MI -10 'PCID X AX . MTV, Iv y 1® —A m [vn'mlllanl rm1+%e for tm[rrucllm mminfm.u.co cmtr }rNrFr waclfi[ nlecl r.pnr 1N Vav v tloim cn e0 Ia<M i6 I TMl. me F. -6l e6tcxu No rer tt�[ sox. S1 BcrlcNmN. Slew an4 Tr.l:l6 MmIE11nV. m i TBxas 05/nrhTled of TronsPoddlon ff TIWII[ 6( O"w. TRAFFIC CONTROL PLAN II CONVENTIONAL ROAD SHOULDER WORK TTPICaI USAGE wvn6 seam sxmr ila mrc¢avuu lv 7tl4 Dvun.B sun6ruxr ltw suncBurc sunawr I I ♦ I ! J TCP (2-1c) TCP(Z-L)-12 WORK VEHICLES ON SHOULDER 1di�"�_,�,.°'* `••.•, _ ,•_•. Conventional Roads NOTIFICATION OF PROPOSED INSTALLATION AND/OR REPAIRS OF TELEPHONE FACILITIES AND DESIGNATING PLACEMENT OF UTILITY IN COUNTY RIGHT OF WAY TO: THE COUNTY ENGINEER OF BRAZOS COUNTY, TEXAS Comes now C-970 COMMugi a a'flOnS [company namej, hereinafter referred to as "Company" a Teyc'S [state] Corporation, with authority to transact business in Texas, acting by and through its duly authorized representative, and hereby notifies the County Engineer of its intent to lay, construct, maintain, repair and/or operate a telephone facility under, over, across and/or along certain County Roads as shown on drawings and diagrams attached hereto and said location described as follows: At the intersection of Prairie Dawn Trail and Wild Rose Dr., a bore will be made crossing under Wild Rose Dr. on the south side of Prairie Dawn Trail. The bore will be within the P.U.E. and fiber optic cable will be buried in 2" conduit at a minimum depth of 36". The location and description of the proposed installation and appurtenances must be filly shown on detailed drawings attached to this Notification. The Company shall commence actual construction/work in good faith within 60 days from the date of said permit and shall complete said construction /work within 10 working days. (COMPANY MUST FILL IN) If such construction is not begun by the 60th day, Company will be required to provide a new notice. Company declares that prior to filing this application, it has ascertained the location of all existing utilities, both aerial and underground, and the filing of this application is prima facie evidence that the proposed installation will not conflict with any existing utility. A copy of this notice shall be kept at thejob site any time work is being performed. In the event of deviation from this notice, the Brazos County Engineer's Office or its designated representative will be notified as soon as practicable. Approval of County Engineer's Office may take as long as two weeks after complete application is received. Vol I• v�S3 pg. 1 Failure to notify the County Engineer's Office within 24 hours of beginning construction shall constitute grounds forjob shutdown. By signing below, I certify that I am authorized to represent the Company listed below, and that the Company agrees to the conditions/provisions included in this notification. CE -0 60m,hunicaf'i0AS Company Name Charles Jo c6on By: Af;k4 / Title 3001 Earl RNda« fwd S. Address Colle% $1•a->~ior, TX 77g4j- Phone Number Q 7Q — riy6— OOS?I Email: ri etGKYo ?6 Ceo e4-c-Gvv? Vol. ACCEPTANCE OF NOTIFICATION Brazos County offers no objection to the proposed location of the utility in the County right of way as shown by accompanying drawings and notice dated .5� 2-a — 1-7 except as noted below: (Month/Day/Year) EXCEPTIONS: P cn�e- Brazos County Engineer Vol.pg. X21 Google BRAZOS COUNTY ROADWAY SAFETY AND ROAD PRESERVATION STANDARDS FOR WORK CONDUCTED IN BRAZOS COUNTY RIGHTS OF WAY A. General Requirements 1. Adequate drainage shall be maintained in ditches at all times. 2. Permittee will use best management practices ("BMP") (EPA and TCEQ both provide lists of examples of BMPs) to minimize erosion and sedimentation resulting from the proposed installation. 3. The permittee shall take precautions to avoid damage to property. All County Right of Way and property shall be restored to its original condition, as far as practical, in the opinion of the County Engineer or appointed representative. 4. The construction and maintenance of such utility shall not interfere with the property or rights of a prior occupant. 5. Permittee shall not interfere with other utilities located in the right of way. In the event damages occur, permittee will be liable to the County or other utilities running through the right of way. 6. County Engineer shall determine whether or not permittee's plans shall inconvenience the public. If it is determined that inconvenience to the public exists, then the County Engineer will decide whether such project will be allowed or if an alternative exists so as not to inconvenience the public. B. Safety Requirements 1. Proper traffic control measures must be put in place prior to beginning work and remain in place during the duration of the job. All traffic control measures must follow the Texas Manual of Uniform Traffic Control Devices (TMUTCD). See Traffic Control Requirements below. 2 During construction, all safety regulations of the Texas Department of Transportation shall be observed. 3. Permittee must take such precautions and measures, including placing and displaying safety devices, as may be necessary, in order to safely conduct the public through the project area. Company shall provide flagmen, signs, signals or devices necessary to provide complete safety to the public. ... _=—-—. 4. Adequate provis--ions- _m—ust---be- - ma- _ de to - cause m-----inimum inconvenienc—ees-_to.-.traf.----fic---and---adj-acent-- prop---erty owners. 5. No cable, conduit and/or pole line shall be laid, constructed, maintained and/or repaired so as to constitute a danger or hazard of any kind to persons or vehicles using such road. Any poles placed in the Right of Way for future installation shall be placed at the back of the Right of Way. Exceptions may be approved by the County Engineer. C. Traffic Control Plan 1. A traffic control plan, pursuant to the TMUTCD or Engineered Traffic Control Plan must be provided for the following: a. Any construction (i.e. pit, excavation, hole) left open overnight, requires specific nighttime traffic control measures pursuant to the TMUTCD; 'i I Vol. _ ��2Pg b. If construction is within ten (10) feet of the roadway; or c. Any work performed in the road right-of-way; 2. Plan must be attached to the permit and kept at the job site any time work is being performed. 3. Plan must set forth the time of completion for the job. D. Design Standards 1. All overhead installations shall conform to clearance standards of the Texas Department of Transportation and the pole be placed in the designated area for power specified as set forth in the Texas Utilities Code, Section 181.04.1. 2. All pole installation (including lighting) shall be placed at the backside of the Right of Way to ensure safety to the public. Any pole placed in violation of this requirement will be required to be moved to the appropriate location at the company's expense. Exceptions may be approved by the County Engineer. 3. All underground installations shall (these are minimum depths — utility may place deeper): a. be placed at a minimum depth of forty-eight (48) inches below the top of the pavement; b. be at least thirty-six (36) inches below ditch flow line when installation is within the area measured from top of bank to top of bank; c. be at least forty-eight (48) inches below ditch flow line if low pressure gas or petroleum lines. For high pressure gas and petroleum lines, see High Pressure Pipelines requirements listed below; d. not be closer than ten (10) feet from the edge of pavement. Exceptions may apply in rights of way of less than 60 feet. 4. Water Lines: All water lines must be a minimum 36 -inches below the ditch flow line and cased. Waterlines shall be cased if crossing under the roadway. 5. Utilities in all new developments that have 60 feet or greater of right of way shall be installed within designated locations based upon the type of utility. The locations shall be as follows: (measured from back of right-of-way). Power — 0 to 2 feet, nominally 1' Phone -2 to 4 feet, nominally 3' Gas — 4 to 6 feet, nominally 5' Cable — 6 to 8 feet, nominally 7' 6. Utilities with less than 60 feet right-of-way in all new developments shall install the utility in a similar manner as referenced in No. 3 above; however, the County Engineer or its designated representative will provide final approval of each utility location. The length of any trench to be opened in advance of the pipe, conduit or ducts may not be longer than 400' if left open over night or unattended. 8. Crossings under a county road shall: a. be bored or jacked. ABSOLUTELY NO OPEN CUTS WITHIN COUNTY ROAD PAVEMENT; b. be pressure grouted for the full length of the crossing if the annular space between pipe and casing and soil exceeds one (1) inch- Brazos County must be given 24 hours notice of pressure grouting operations and have the opportunity to have an inspector on site to observe pressure grouting operations; Vol. Jc2�'Zw Fa. ?� �. c. TxDOT Standard Specification Item 476 shall be followed for all boring, jacking, tunneling and joints. 9. Bore Pits: a. no pits shall remain open longer than 2 days; b. all pits shall have proper traffic control measures in place. See Traffic Control Plan listed above. c. pits shall NOT be located within ten (10) feet from the edge of pavement without prior approval from the County Engineer or his representative; d. when pits are to remain open for more than 8 hours, due diligence will be used in protecting the spoil pile to prevent drainage problems; e. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity; f. based upon soil conditions, the County Engineer or his representative may requite pits be placed further from the edge of road. 10. Any installation within ten (10) feet of edge of pavement shall meet the following: a. location must be approved by the County Engineer or his representative b. backfilled with cement stabilized material. c. based upon soil conditions, the County Engineer or his representative may require shoring to protect pavement integrity. d. all excess water and mud shall be removed from the trench prior to backfilling. Any backfill placed during a rainy period or at other times where excess water cannot be prevented from entering the trench will be considered TEMPORARY and shall be replaced with PERMANENT cement stabilized material as soon as weather permits; e. all disturbed base and pavement materials shall be removed and restored to the satisfaction of the County Engineer or his representatives. f. no side or lateral tamping to fill voids under the base and pavement materials is allowed. 11. Company must be careful to notjeopardize the slope or integrity of the shoulder of the road. In the event Company damages the slope, shoulder or any other portion of the right-of-way, Company will be responsible for repairing the damage and replacing the right-of-way to the condition it was prior to commencing construction. 12. Operation of construction and/or maintenance equipment on the traveled surface of any improved County road will not be permitted, except in an instance whereby the laying, construction, maintenance and/or repair of cables, conduits and/or pole lines cannot be accomplished by any other method and in this event all such equipment shall be of the rubber tire variety. Appropriate traffic control shall be provided meeting.TR:UTCD.reauirements_ ___ ------- 13. .,__-_ l3. In the event said construction and/or maintenance and/or repair requires Company to remove, cut or jeopardize any section of the road (asphalt, cement, road base, etc.), Company will be required to provide a performance bond or letter of credit securing necessary repairs. Said bond amount will be determined by the County Engineer. 14. The applicant shall submit a letter of "No Objection" from the Army Corps of Engineers for all designated wetlands and environmentally sensitive lands. E. Emereenev work 1. In the event Company is required to perform emergency seryices, that requires excavation in a County Right of Way, and unable to notify the County Engineer prior to conducting emergency repairs, Company Vol.S 3 pg. shall notify County Engineer within 24 hours of beginning construction/repairs. This will allow the County Engineer's Office an opportunity to inspect the site to ensure the integrity of the County Right of Way and traffic safety controls used. F. Repairs to existing facilities 1. Maintenance and/or repair to existing cables, conduits, and/or pole lines which require disturbance of the soil, shall not be performed until plans describing such maintenance and/or repair have been approved by the County Engineer or its designated representative and a permit has been obtained. G. Relocation of utilities 1. When and if the County Engineer determines that it is necessary for the construction, repair, improvement, alteration or relocation of all or any portion of said road, any or all poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be removed from said road, or reset or relocated thereon, as required by the County Engineer within a reasonable time as determined by the County Engineer and Utility Company, and at the expense of the Utility Company. H. Hieh Pressure Pipelines 1. All utility Permits for high pressure pipelines (generally 60 PSI or greater), whether pertaining to controlled access or non -controlled access installations, should contain the following additional information in the description of the permit. -diameter -wall thickness -material specification -minimum yield strength -maximum operation pressure of the pipeline 2. With the exception of the maximum operation pressure of the pipeline, this information is to be supplied for both the carrier pipe and the casing. 3. Assurance must also be given that the installation material and design meet the minimum Federal Safety Standards for Liquid and Gas Pipe Lines. Assurance must be provided on company letterhead and signed by an authorized representative of the company. 4. Petroleum Pipelines. Depth Type of Pipeline (below deepest ditch grade) Special Requirements Encased Pipe Less than 10' Must be covered with concrete pad at least 36" deep Encased Pipe Greater than 10' No concrete pad required Non -Cased Pipe Less than 10' Must be covered with concrete pad at least 48" deep Non -Cased Pipe Greater than 10' No concrete pad required Concrete pad shall be minimum of 3" thick and width shall be pipe diameter plus 18" minimum 5. Under no circumstances will a pipeline be installed parallel to a County Road within the Right -of - Way. Transmission lines have been determined to be petroleum pipelines (which includes natural gas lines) and shall not be parallel to a County Road. 6. Natural Gas Distribution is a line that serves the final customer. Vol. -2� 5- Pg. C rwwlq :�� a M mlNop II z veo Iq a o1 � aO'im1� - of Jp' rrv[ iM gemle(MJ I PG161 wFicomr 35 40 L• nWrevl Irwo(pE ROADA GIWI o MORK ]s5' 45 50 55 60 65 SEA nw 195' 540' (\1l _I 320' 5 1..1-4151 <v\ L -ES SSW 605' 660' 55' 110' 500' I 600' 60' 720' 60' 120' 6W' I 6SP iii' 100' 65' 1]0' }oQ' 1 20 15 700' ]i0' 040' ]0' 1q0' I h� ]50' x25' 900' is' 150' Soo' 5101 C rwwlq :�� a M mlNop II z veo Iq a o1 � aO'im1� - of Jp' rrv[ iM gemle(MJ I PG161 wFicomr 35 40 L• nWrevl Irwo(pE 35' TO' GIWI o 60 365' 295'1320' 40' $0, 240 ]s5' 45 50 55 60 65 SEA nw 195' 540' (\1l _I 320' 5 1..1-4151 <v\ L -ES SSW 605' 660' 55' 110' 500' e 600' 60' 720' 60' 120' 6W' b iQAD' - WORK AhFAn v S IOAD �IQ gORN ie Oa ae• V I Q a ROAO`AORK ENO Irlma- S ,NFAD I ROADWCRN sao rare u S cxu-2 A xq• czp-x Ism cora nA u g I qe• z a• ISea Iola 21A ♦ I ♦ '1 ark venial[ I �a m vrmr owime r rma''emretlerlM ®c. tivla• Wmle Smear ao-tpaa. 4x11 moln In _ wawzm « m IP:a ar o-arna q I ... — 4mmlrillq Mvlcva ' yr on rima. �: I i (Seo Mtce 4 1 s I mI -1 Eno RvitO AOAD WORK 4 MOAN a Gxp-2 ANFAO 6' X x4• Isov caro zu rno-la I eo• N 9e' me +1 TCP (2-1 a) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2-1D) WORK SPACE ON SHOULDER Conventional Roads Ip ulin'I I Ik v� o i isao x, I E� Si ah+. TCP (2 -la) WORK VEHICLES ON SHOULDER Conventional Roads LEGaRO rwwlq • e , oar(cvv® ]0 2 aO'im1� ]0' 60' 120' gemle(MJ I PG161 wFicomr 35 40 L• j8, 125' 345' 35' TO' GIWI o 60 365' 295'1320' 40' $0, 240 ]s5' 45 50 55 60 65 nw 195' 540' q51 1' 320' 195' Soo' 550' 6W' S0' 100' q00' 240' L -ES SSW 605' 660' 55' 110' 500' 295' 600' 60' 720' 60' 120' 6W' I 6SP iii' 100' 65' 1]0' }oQ' 1 20 15 700' ]i0' 040' ]0' 1q0' I 4]5' ]50' x25' 900' is' 150' Soo' 5101 ♦ I b�a� I — I I � I I y F ROAD F WORK AhEk AXFA) ENO u° I ROAD WOAK P 4to-x Ez2o-Ip s• x 29' jx Q 9e' z vfi• IScewnora Isco rrory z1♦ (`{J' v I 11 �/ I TCP (2-1 a) WORK SPACE NEAR SHOULDER Conventional Roads TCP (2-1D) WORK SPACE ON SHOULDER Conventional Roads Ip ulin'I I Ik v� o i isao x, I E� Si ah+. TCP (2 -la) WORK VEHICLES ON SHOULDER Conventional Roads LEGaRO rwwlq • e , oar(cvv® ]0 2 aO'im1� ]0' 60' 120' gemle(MJ I PG161 wFicomr 35 40 L• j8, 125' 345' 35' TO' GIWI o :f« � a rwwlq oa.iimle LrS:eX« ailom ulolam ra«a u.,crl., a Iiia RX W[Iwm ma11N lap Mlrvl 11• m [ en a vl%• Daae lie. are« i4m+ *mm Jmam♦ °`°a om v ]0 2 150' 165' 1x0' ]0' 60' 120' PO' 35 40 L• j8, 125' 345' 35' TO' 160' 130' 60 365' 295'1320' 40' $0, 240 ]s5' 45 50 55 60 65 nw 195' 540' q51 1' 320' 195' Soo' 550' 6W' S0' 100' q00' 240' L -ES SSW 605' 660' 55' 110' 500' 295' 600' 60' 720' 60' 120' 6W' Iw, 6SP iii' 100' 65' 1]0' }oQ' q10' 20 15 700' ]i0' 040' ]0' 1q0' x00' 4]5' ]50' x25' 900' is' 150' Soo' 5101 lull 1F Too, loin Pum p m iN 4.4 fi of I Omn rcvnm olr, L•lavMp eI I[pclFil If•BIO}n of pffaef lrll S•PoaraE SwMIe9fM N GENERAL NOTES ul I. flora al}rlml,e elPq I!rv0 Om+y v0 FfGNPFO. tp 2, fl I tlNlia �Irol Gvlma IIIUNvfeJ w PSPllnd, 0[m)11Mee — Ofo1w rIM iM Mlvale e}aNl my M mIX[v 4ef, elplq In 1M ¢I pima. o• (a I al t mintan i KMv Him= m Gplore0 fry }r Fry'Imer. ]. 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I �TDxps @yr7ruM of Traiu7nrfo!!on irCNv GvrtWr prly'vl TRAFFIC CONTROL PLAN CONVENTIONAL ROAD SHOULDER WORK TCP(2-1)-12 TYPICAL wAnG sxmR �VSAGE Ixt[ro¢pLLtE tvc lOu Fu411W sunaum 1W1 s1xnoxem svnoxaPr I J J J 6 BRAZOS COUNTY, TEXAS BUDGET AMENDMENT(S) FOR THE 2016-2017 BUDGET YEAR NO. 16117 35.1-35.9 On this the 30th day of May 2017 at a regular meeting of the Commissioners' Court, the following members were present: A. Duane Peters, County Judge, Presiding B. Steve Aldrich, Commissioner, Precinct 1 C. Sammy Catalena, Commissioner, Precinct 2 D. Nancy Berry, Commissioner, Precinct 3 E. Irma Cauley, Commissioner, Precinct 4 F. Karen McQueen, County Clerk The following proceedings were held: THAT WHEREAS, on 30th day of May 2017 the Court heard and approved a budget amendment for the 2016-2017 budget year for Brazos County, Texas; and WHEREAS, expenditure is necessary due to the necessity to meetunusual and unforeseen conditions which could not be reasonably included in the original budget adopted 6 September 2016, the following amendment(s) to the original budget are hereby authorized, as described on the attached page(s). ADOPTED AND APPROVED this the 30th day of May 2017. THE CONMUSSIONERS COURT OF BRAZOS COUNTY, TEXAS. By: Duane Peters, County Judge Original: County Clerk's Office and Attached to the original budget Vol. 3 pg. _ ��� BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 16117. 35.1 5/30/2617 FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease General Fund Juvenile Services Iuvile Detention De arnnenlal Support 400.65 Geneml Fund Juvenile Services Juvenile Detention Repairs and Maintenance 470.03 Gcneml Fund Juvenile Services Juvenite Detention Minor Acquisitions 870.68 3/000200 61680000 CR Trainine 400.65 0100 31000200 65320000 CR Equipment - Nfaint. 470.03 0100 31000200 67342000 DR Furniture 870.68 Juvenile Services - Detention Reallocation of funds to the an roriate accounts to purchase two replacement chairs for the Detention Control Room that are broken and unable to mair. 'moi • '�`cxl �z � � 1 � y '� n `j art fenfAPPro sDAte �d ':. f 1.OrFAeennllGn apnC !l'S'.Dnt 13.ry�a*.. r.a3 .. sl a }3x'd'¢t �ett'e`+:`ii ,vim 1. t. F'+Tj u' Y. �� � u.f s FUND DIV ACCT DR/CR I ACCOUNT NAME Increase Decrease 0100 3/000200 61680000 CR Trainine 400.65 0100 31000200 65320000 CR Equipment - Nfaint. 470.03 0100 31000200 67342000 DR Furniture 870.68 Vol, Pg. 023% BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 16117 - 35,2 5/30/2017 FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease General Fund Commissioners Court Contingency Contingency 50000000 General Fund Commissioners Court I Community su ort Economic Development Fnd. 500 000.00 FUND DIV ACCT DRICR ACCOUNT NAME Increase Decrease 0100 11001500 61130000 CR Contingency 500,000.00 Commissioners Court 73570000 ReallOcalion of funds to the appropriate accounts to fund the agreement between Brains County and the City of Bryan to benefit the Cary of Bryan and Brazos County Economic Develo mem Foundation, Inc. "BBCEDF" . The ILA was a roved in Commissomees Court on Ma 23, 2018 Item NI I. Iv finm Date:.- 5%24%2017 ForAc6uritin FUND DIV ACCT DRICR ACCOUNT NAME Increase Decrease 0100 11001500 61130000 CR Contingency 500,000.00 0100 11002000 73570000 DR Economic Development Fnd. 500 000.00 Vol. BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 16117 - 35.3 513 012 01 7 FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease General Fund Juvenile Services Administration Dcparvrneatal Support 3,910.00 General Fund Juvenile Services Detention Contractual Services 3,910.00 DR/CR ACCOUNT NAME Increase Decrease 0100 31000100 6/801000 CR Travel 3,910.00 0100 31000200 71025000 DR Contact Services 3,9 10.00 Juvenile Services Reallocation of funds to the appropriate accounts to couduct a Prison Raoe Elimination Act Audit. FUND DIV ACCT DR/CR ACCOUNT NAME Increase Decrease 0100 31000100 6/801000 CR Travel 3,910.00 0100 31000200 71025000 DR Contact Services 3,9 10.00 BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 16117 - 35.4 5130/2017 FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease De artmental Su ort 777.42 Justice of the Peace Pct2 Miuor Ac uisitiens 777.42 FUND DIV ACCT EmIFePeacePc[2 Increase Decrease 0100 24200100. 60fi00000 CR Office Supplies ace, Pct. 2 0100 Reallocation of funds to the appropriate accounts to purchase 3 re Iaoement chairs for the front counter. Vol.5'_ pg. FUND DIV ACCT DR/CR ACCOUNT NAME Increase Decrease 0100 24200100. 60fi00000 CR Office Supplies 777.42 0100 24200100 67342000 DR Furniture 1 777.42 Vol.5'_ pg. BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 16117 - 35.5 5130/2017 FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease General Fund Sheriff - Admin Repairs & Maint 6,037.00 General Fund Sherif-Admin Departmental Support 6,037.00 FUND DIV ACCT DR/CR ACCOUNT NAME Increase Decrease Oioo 28000100 Sheriff- Administration CR Reallocation of funds to the appropriate account for burial exuviation. 6,037.00 nnm Date .. 5124/2017, County,Judge Approval," _!,Date Por;Accouiitm`P.ur boS�s Onl FUND DIV ACCT DR/CR ACCOUNT NAME Increase Decrease Oioo 28000100 65350000 CR Gasoline 6,037.00 OI00 28000100 - 60400000 DR Investigation Supplies 6,037.00 V01.✓/✓ I � BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 16117 -35.6 513012017 FUND DEPARTMENT I DIVISION CATEGORY DESCRIPTION Increase Decrease Forfeiture Fund County Attonng Minor Acquisitions 1550.00 Forfeiture Fund County Attorney De pa ectal Support 1550.00 FUND DIV ACCT DR/CR ACCOUNT NAME Increase Decrease 2500 18010000 67286000. CR Equipment - Other 1 550.00 Forfeiture -Cuun Attorney 18010000 Reallocation of funds to the appropriate account to p=base firearm items. DR VQt. 5 Pg. FUND DIV ACCT DR/CR ACCOUNT NAME Increase Decrease 2500 18010000 67286000. CR Equipment - Other 1 550.00 2500 18010000 60320000 DR Firearms Readiness 1,550.00 VQt. 5 Pg. BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 16/17 - 35.7 tnnnmv FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease General Fund County Dma Court Progm Departmental Su ort 5,70 .00 General Fund County Dmg Court Pro am Saiary Wages 4900.00 Geneml Fuud Benefits 800.00 61130000 CR Contingency 5700.00 0100 22700100 51610000 DR Hourly -Staff 290000 0100 22700100 51640000 DR Hourly - Temporary 2,000.00 County Drug Court Program 0100 22700100 Reallocation of funds to the appropriate account to cover the suo lement salaries under Drug Court for the remainder of FY 17. DR -'_ rxs f— c t +=`",n Forilcco'4nlin Ym o'sefOnl ..§.Et .;r,�,i u. M, ..fi.....:D ,. 3As;' 1" ry n �...�n �. F_e_ +,� ig }. J.u.Ei r. .. � �X i:.'�1 . s. 4+ ];t� ..-,r St t .,t ail...i. FUND DIV ACCT DR/CR ACCOUNT NAME Increase Decrease 0100 2270D100 61130000 CR Contingency 5700.00 0100 22700100 51610000 DR Hourly -Staff 290000 0100 22700100 51640000 DR Hourly - Temporary 2,000.00 0100 22700100 53100000 DR Social Security 375.00 0100 22700100 33200000 DR Retirement 41D.00 0100 22700100 53800000 DR Workers Comp 15.00 4r1:_ p9' BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 16117 - 35.8 51dnl2n1] FUND DEPARTMENT DIVISION CATEGORY DESCRIPTION Increase Decrease i Geneml Fund Commissieners Coun Contin enc Depanmcntal Suppoa I 15 000.00 General Fund Election Administmtar Contractual Services i 15.000.00 E i # FUND DIV I ACCT DRICR I ACCOUNTNAME Increase Decrease 0100 11001500 61130000 CR Contlmrenc 15 000.00 0100 Commissioners Court and Elecdons Administrator 71025000 Reallocation of funds to the appropriate accouat to purchase awnings for the Arena Hall. C is OSOr.GRt � �, f�F:. "n W .1.,.- k IDepailm- t APP --ftl : s '3 Date 02 -ILLI 1,i E i # FUND DIV FOr e�CCnnntmo Pn OSOr.GRt � �, f�F:. "n W .1.,.- 4 �' 1 .M}.eck ✓. 4.. .t`.�-� v f � }{ �.4-}.G"'•: FUND DIV I ACCT DRICR I ACCOUNTNAME Increase Decrease 0100 11001500 61130000 CR Contlmrenc 15 000.00 0100 11210020 71025000 DR Contract Services 15 000.00 Vol. S Pg. BRAZOS COUNTY, TEXAS BUDGET AMENDMENTS No. 16117 - 35.9 513012017 FUND DEPARTMENT DIVISION CATEGORYDESCRIPTION Increase Decrease Geneml Permanent General Permanent Improv. Improv Fund Fund Capital Proiccis Capital Outla 297264.00 General Permanent fm rov Fund Other Financina Sources 297,264.00 General Fund Other Financing Sources 297264.00 FUND General Fund Commissioners Court Non -D tmental Repairs and Maint. ACCT 152,736.00 General Fund Brazos Center Contractual Services 450,000.00 Decrease 4500 63000700 80101003 CR Bldg Renov-ConnHouse 297,264.00 4500 91300000 DR Transfer to General Fund General Permanent Improvement Fund, Commissioner's Court and Brazos Center 0100 Reallocation of funds to the appropriate account to remodel certain areas at the Brazos Center. 49015000 CR pa,\rt_ttie 2L.1,2j !, n `dtid9e APProvdl.=t v �.a-lD a r";,,'r For.'A6corinurio Pu,.. srsON ntY;,y, .�,$'.-=h v', .,ri':'•5,'3s1'..x ..:nH.t' v S,a t7^^;w :...tn t. �t ! ..A .4-':si-:'a., yt �. ,, ?„xJ.'fxr's3+ n, �s i.'fs."=..'i�,i FUND DIV ACCT DR/;R ACCOUNT NAME Increase Decrease 4500 63000700 80101003 CR Bldg Renov-ConnHouse 297,264.00 4500 91300000 DR Transfer to General Fund 297 264.00 0100 49015000 CR Transfer Gom Cap. fm . Fund 297 264.00 0100 11000500 650520DO CR Car entry&Build. Repair 152736A0 0100 36500100 71025000 DR Contract Services 450,000.00 Vol. PERSONNEL CHANGE OF STATUS REQUESTS Commissioner Court Date: May 30, 2017 Department Submitting Information: Human Resources Purpose of Submissions: Consider and Take Action on Change Requests Department Submitting Employee Request Action Requested Request(s) Applies To Associate Judge #2 Langley, Jimmy D. Employment Miller, Cindy L. Separation Brazos Center Zingelmann, Hunter C. Employment County Attorney Bailey, Brenda S. Ballard Jr., William D. Bull IV, Edward C. Change of Status Separation Change of Status Juvenile Services — Detention . Curtis, Claudarius M. Hernandez, Aric N. Employment Separation Juvenile Services — State Aid Burns, Deana L. Employment Sheriffs Office— Detention Johnson, Lorenzo A. Separation Sheriffs Office— Medical Services Hernandez, Jessica A. Separation Approved in Commissioners' Court: May 077 County Judge's or Commissioner's Signature: (This Copy to be attached to minutes) Va.-- Ib